File D:\E\Nezam Tabriz\Concrete Project Saadati\Khavaran Project\Safe\Maine File Pile Safe.$sf was saved on 2/22/2026 at 10:22:28 AM
 
TABLE:  "ANALYSIS MODELING OPTIONS"
   "Two Dimensional Only"=Yes   "Rigid Diaphragm At Top"=No   "Ignore Vertical Offsets"=Yes
 
TABLE:  "ANALYSIS OPTIONS - AUTOMATIC MESH SETTINGS FOR FLOORS"
   "Mesh Option"=Rectangular   "Use Localized Meshing"=Yes   "Merge Joints"=Yes   "Maximum Mesh Size"=1200
 
TABLE:  "ANALYSIS OPTIONS - AUTOMATIC RECTANGULAR MESH OPTIONS FOR WALLS"
   "Maximum Mesh Size"=1200
 
TABLE:  "ANALYSIS OPTIONS - CRACKING ANALYSIS OPTIONS"
   "Reinforcement Source"="User and Designed"   "Minimum Tension Ratio"=0.0018   "Minimum Compression Ratio"=0
 
TABLE:  "ANALYSIS OPTIONS - DESIGN AND RESPONSE RECOVERY OPTIONS"
   "Number Design Threads"=0   "Number Recovery Threads"=0   "Use Memory Mapped Files"="Program Determined"   "Allow Model Differences"=No
 
TABLE:  "ANALYSIS OPTIONS - SAPFIRE OPTIONS"
   "Solver Option"=Advanced   "Analysis Process"=Auto   "Number Analysis Threads"=0   "Max File Size"=0
 
TABLE:  "AREA ASSIGNMENTS - AREA SPRINGS"
   UniqueName=1   "Spring Property"=KS
 
TABLE:  "AREA ASSIGNMENTS - AUTO EDGE CONSTRAINTS"
   UniqueName=1   Constraint=Yes
   UniqueName=2   Constraint=Yes
   UniqueName=3   Constraint=Yes
   UniqueName=4   Constraint=Yes
   UniqueName=5   Constraint=Yes
   UniqueName=6   Constraint=Yes
   UniqueName=7   Constraint=Yes
   UniqueName=8   Constraint=Yes
   UniqueName=9   Constraint=Yes
   UniqueName=10   Constraint=Yes
   UniqueName=11   Constraint=Yes
   UniqueName=12   Constraint=Yes
   UniqueName=13   Constraint=Yes
   UniqueName=14   Constraint=Yes
   UniqueName=15   Constraint=Yes
   UniqueName=16   Constraint=Yes
   UniqueName=17   Constraint=Yes
 
TABLE:  "AREA ASSIGNMENTS - FLOOR AUTO MESH OPTIONS"
   UniqueName=1   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=2   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=3   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=4   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=5   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=6   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=7   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=8   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=9   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=10   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=11   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=12   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=13   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=14   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=15   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=16   "Mesh Option"=Default   "Add Restraints"=No
   UniqueName=17   "Mesh Option"=Default   "Add Restraints"=No
 
TABLE:  "AREA ASSIGNMENTS - INSERTION POINT"
   UniqueName=1   "Cardinal Point"=Top   Transform=No
   UniqueName=2   "Cardinal Point"=Top   Transform=No
   UniqueName=3   "Cardinal Point"=Top   Transform=No
   UniqueName=4   "Cardinal Point"=Top   Transform=No
   UniqueName=5   "Cardinal Point"=Top   Transform=No
   UniqueName=6   "Cardinal Point"=Top   Transform=No
   UniqueName=7   "Cardinal Point"=Top   Transform=No
   UniqueName=8   "Cardinal Point"=Top   Transform=No
   UniqueName=9   "Cardinal Point"=Top   Transform=No
   UniqueName=10   "Cardinal Point"=Top   Transform=No
   UniqueName=11   "Cardinal Point"=Top   Transform=No
   UniqueName=12   "Cardinal Point"=Top   Transform=No
   UniqueName=13   "Cardinal Point"=Top   Transform=No
   UniqueName=14   "Cardinal Point"=Top   Transform=No
   UniqueName=15   "Cardinal Point"=Top   Transform=No
   UniqueName=16   "Cardinal Point"=Top   Transform=No
   UniqueName=17   "Cardinal Point"=Top   Transform=No
   UniqueName=19   "Cardinal Point"=Middle   Transform=No
 
TABLE:  "AREA ASSIGNMENTS - SECTION PROPERTIES"
   UniqueName=1   "Section Property"=M85   "Property Type"=Slab
   UniqueName=2   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=3   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=4   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=5   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=6   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=7   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=8   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=9   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=10   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=11   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=12   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=13   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=14   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=15   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=16   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=17   "Section Property"=Stiff   "Property Type"=Slab
   UniqueName=19   "Section Property"=None   "Property Type"=Opening
 
TABLE:  "AREA LOAD ASSIGNMENTS - UNIFORM"
   UniqueName=1   "Load Pattern"=Dead   Direction=Gravity   Load=0.006864655139724563   GUID=8c5ac34a-4aec-49c0-a81e-a1cf7e368328
   UniqueName=1   "Load Pattern"=Live   Direction=Gravity   Load=0.002941995059881956   GUID=b91e6eb8-de53-40d7-92dd-73f04d06d73f
 
TABLE:  "COLUMN OBJECT CONNECTIVITY"
   "Unique Name"=1   UniquePtI=1   UniquePtJ=8   GUID=7473c8a2-c80d-434e-866e-1ffd5e189d0b
   "Unique Name"=2   UniquePtI=12   UniquePtJ=13   GUID=457e0e92-61bf-47b3-a52f-55e934b351a8
   "Unique Name"=3   UniquePtI=14   UniquePtJ=15   GUID=a037b5a9-c530-4fd1-810e-ced7cf51282d
   "Unique Name"=4   UniquePtI=16   UniquePtJ=17   GUID=02923e7d-1745-4e6f-b162-8a2de08da81c
   "Unique Name"=5   UniquePtI=19   UniquePtJ=20   GUID=2b6bc972-d9a6-4698-8ccd-6907947db1cb
   "Unique Name"=6   UniquePtI=21   UniquePtJ=54   GUID=f2c3a69d-4e73-4e74-844a-02a76b30d707
   "Unique Name"=7   UniquePtI=22   UniquePtJ=120   GUID=8da2a222-0f9e-4be1-b941-3da7392bcc3e
   "Unique Name"=8   UniquePtI=23   UniquePtJ=24   GUID=db67e3d9-cbc4-45f3-bdb9-ca19cea9bdff
   "Unique Name"=9   UniquePtI=25   UniquePtJ=26   GUID=0aeac073-affd-4741-9ad2-7ae67a4c4b0b
   "Unique Name"=10   UniquePtI=28   UniquePtJ=63   GUID=9471c600-4b45-4113-974f-9532bc9e3c80
   "Unique Name"=11   UniquePtI=29   UniquePtJ=122   GUID=fa76a5fd-5288-4ccf-8ce4-f8bba0cfa732
   "Unique Name"=12   UniquePtI=30   UniquePtJ=31   GUID=7ad903d1-8e06-4be2-ad46-b4bac80ab69b
   "Unique Name"=13   UniquePtI=32   UniquePtJ=33   GUID=8fe5c175-92c9-4fc2-a51c-b626b279fd6f
   "Unique Name"=14   UniquePtI=34   UniquePtJ=35   GUID=b4b33106-4bdb-4493-a8f1-e803bb91eaf3
   "Unique Name"=15   UniquePtI=37   UniquePtJ=38   GUID=145166b7-5368-4030-9c70-166c030dc0ab
   "Unique Name"=16   UniquePtI=39   UniquePtJ=40   GUID=8b0473ad-85ab-489e-87f9-2993c39bbe82
 
TABLE:  "COMPOSITE BEAM DESIGN PREFERENCES - AISC 360-16"
   Shored?=No   "Middle Range"=70   "Pattern Live Load Factor"=0.75   "D/C Ratio Limit"=1   "Minimum PCC"=25   "Maximum PCC"=100   "Single Segment?"=No   "Min. Long. Spacing"=114.3   "Max. Long. Spacing"=914.4 _
        "Min. Trans. Spacing"=76.19999999999999   "Max. Studs Per Row"=3   "Position of Studs"="Middle of the Ribs"   Camber?=Yes   "Camber DL"=80   "Min. Beam Depth"=342.9   "Min. Web Thick."=6.35   "Min. Beam Span"=7315.200000000001 _
        "Min. Camber, abs"=19.049999999999997   "Minimum Camber, L/"=900   "Camber Abs. Max Limit"=152.39999999999998   "Camber Max Ratio"=180   "Camber Interval"=6.35   "Round Camber Down?"=Yes   "Pre-Comp DL Ratio"=0   "SDL+LL Ratio"=240 _
        "LL Ratio"=360   "Net Ratio"=240   "Ieff reduction Factor"=1   "Vibration Criterion"=Walking   "Occupancy Category"="Paper Office"   "Walking Acceleration Limit, a0/g"=0.005   "Damping Ratio - Walking"=0.025   "Optimize Price?"=Yes _
        "Steel Price ($)"=0.22480892365533914   "Stud Price ($)"=2   "Camber Price ($)"=0.022480892365533914   phi-b=0.9   phi-bcpp=0.9   phi-v=0.9   "Reaction Factor"=1
 
TABLE:  "CONCRETE DESIGN PREFERENCES - ACI 318-19"
   PhiTen=0.9   PhiComp=0.65   PhiShear=0.75   "Increase Flexural Rebar?"=No   "Overwrite Shear Lambdas to One for Mats and Footings?"=Yes   "Ignore Pu?"=Yes   "Pattern Live Load Factor"=0.75   CoverTop=75   CoverBot=75   BarSize=20 _
        InnerLayer="Layer B"   PTCGSTop=25   PTCGSBotExt=40   PTCGSBotInt=25   SlabType="Two Way"   "Cover Beam Top"=40   "Cover Beam Bottom"=40   "Bar Size Beam Flexure"=28   "Bar Size Beam Shear"=12   "PTCGS Beam Top"=50 _
        "PTCGS Beam Bottom"=50   UserStress=No   InitConcRat=0.8   LLFraction=0.5
 
TABLE:  "CONCRETE SLAB DESIGN LOAD COMBINATION DATA"
   "Combo Type"=Strength   "Combo Name"=UDConS1
   "Combo Type"=Strength   "Combo Name"=UDConS2
   "Combo Type"=Strength   "Combo Name"=UDConS3
   "Combo Type"=Strength   "Combo Name"=UDConS4
   "Combo Type"=Strength   "Combo Name"=UDConS5
   "Combo Type"=Strength   "Combo Name"=UDConS6(1/3)
   "Combo Type"=Strength   "Combo Name"=UDConS6(2/3)
   "Combo Type"=Strength   "Combo Name"=UDConS6(3/3)
   "Combo Type"=Strength   "Combo Name"=UDConS7(1/3)
   "Combo Type"=Strength   "Combo Name"=UDConS7(2/3)
   "Combo Type"=Strength   "Combo Name"=UDConS7(3/3)
   "Combo Type"=Strength   "Combo Name"=UDConS8(1/3)
   "Combo Type"=Strength   "Combo Name"=UDConS8(2/3)
   "Combo Type"=Strength   "Combo Name"=UDConS8(3/3)
   "Combo Type"=Strength   "Combo Name"=UDConS9(1/3)
   "Combo Type"=Strength   "Combo Name"=UDConS9(2/3)
   "Combo Type"=Strength   "Combo Name"=UDConS9(3/3)
 
TABLE:  "CONCRETE SLAB DESIGN OVERWRITES - FINITE ELEMENT BASED"
   "Unique Name"=1   "Rebar Material"=AIII   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=2   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=3   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=4   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=5   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=6   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=7   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=8   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=9   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=10   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=11   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=12   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=13   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=14   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=15   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=16   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
   "Unique Name"=17   "Cover Specification Type"="From Preferences"   LLRF=1   Design?=Yes   "Ignote PT?"=No
 
TABLE:  "CONCRETE SLAB DESIGN OVERWRITES - PUNCHING SHEAR - GENERAL"
   "Unique Name"=9   "Check Punching Shear?"="Program Determined"   "Location Type"="Corner 4"   "Perimeter Type"=Auto   "Effective Depth Type"=Specified   "Effective Depth"=1000   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=18   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 4"   "Perimeter Type"=Auto   "Effective Depth Type"=Specified   "Effective Depth"=1000   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=27   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 4"   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=36   "Check Punching Shear?"="Program Determined"   "Location Type"="Corner 1"   "Perimeter Type"=Auto   "Effective Depth Type"=Specified   "Effective Depth"=1100   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=45   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 3"   "Perimeter Type"=Auto   "Effective Depth Type"=Specified   "Effective Depth"=1000   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=54   "Check Punching Shear?"="Program Determined"   "Location Type"=Interior   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=63   "Check Punching Shear?"="Program Determined"   "Location Type"=Interior   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=72   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 1"   "Perimeter Type"=Auto   "Effective Depth Type"=Specified   "Effective Depth"=1000   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=81   "Check Punching Shear?"="Program Determined"   "Location Type"="Corner 3"   "Perimeter Type"=Auto   "Effective Depth Type"=Specified   "Effective Depth"=1000   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=90   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 2"   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=99   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 2"   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=108   "Check Punching Shear?"="Program Determined"   "Location Type"="Corner 2"   "Perimeter Type"=Auto   "Effective Depth Type"=Specified   "Effective Depth"=1000   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=118   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 3"   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=120   "Check Punching Shear?"="Program Determined"   "Location Type"=Interior   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=122   "Check Punching Shear?"="Program Determined"   "Location Type"=Interior   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=124   "Check Punching Shear?"="Program Determined"   "Location Type"="Edge 1"   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=8   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=13   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=15   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=17   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=20   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=24   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=26   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=31   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=33   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=35   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=38   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=40   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=21   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=28   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=22   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=29   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=1   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=12   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=14   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=16   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=19   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=23   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=25   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=30   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=32   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=34   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=37   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
   "Unique Name"=39   "Check Punching Shear?"="Program Determined"   "Location Type"=Auto   "Perimeter Type"=Auto   "Effective Depth Type"=Auto   "Opening Definition"=Auto   "Reinforcement Type"=None
 
TABLE:  "CONCRETE SLAB DESIGN OVERWRITES - STRIP BASED"
   "Strip Name"=CSA5   "Strip Layer"=A   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
   "Strip Name"=CSA6   "Strip Layer"=A   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
   "Strip Name"=CSA7   "Strip Layer"=A   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
   "Strip Name"=CSA8   "Strip Layer"=A   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
   "Strip Name"=CSB5   "Strip Layer"=B   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
   "Strip Name"=CSB6   "Strip Layer"=B   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
   "Strip Name"=CSB7   "Strip Layer"=B   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
   "Strip Name"=CSB8   "Strip Layer"=B   "Strip Design Type"="Column Strip"   Design?=Yes   "Ignote PT?"=No   "Rebar Material"=AIII   "Cover Specification Type"="User Specified"   "Top Cover"=80   "Bottom Cover"=80   LLRF=1
 
TABLE:  "DIMENSION LINE OBJECT GEOMETRY"
   "Grid System"=GLOBAL   "Drawn X1"=13250   "Drawn Y1"=0   "Drawn X2"=13250   "Drawn Y2"=4230   "Display X1"=14250   "Display Y1"=0   "Display X2"=14250   "Display Y2"=4230   GUID=875e0454-59b9-4f3a-887e-7dd35b3e01de
   "Grid System"=GLOBAL   "Drawn X1"=13250   "Drawn Y1"=4230   "Drawn X2"=13250   "Drawn Y2"=10480   "Display X1"=14250   "Display Y1"=4230   "Display X2"=14250   "Display Y2"=10480   GUID=d6ef4ff9-93a6-4602-8e40-c19d56badce7
   "Grid System"=GLOBAL   "Drawn X1"=13250   "Drawn Y1"=10480   "Drawn X2"=13250   "Drawn Y2"=14650   "Display X1"=14250   "Display Y1"=10480   "Display X2"=14250   "Display Y2"=14650   GUID=3be8cbcd-b7ac-448a-8016-67b690c9e291
   "Grid System"=GLOBAL   "Drawn X1"=0   "Drawn Y1"=14650   "Drawn X2"=3310   "Drawn Y2"=14650   "Display X1"=0   "Display Y1"=15650   "Display X2"=3310   "Display Y2"=15650   GUID=84a0bacf-f315-49fe-82f0-ed78c1183b2b
   "Grid System"=GLOBAL   "Drawn X1"=3310   "Drawn Y1"=14650   "Drawn X2"=9100   "Drawn Y2"=14650   "Display X1"=3310   "Display Y1"=15650   "Display X2"=9100   "Display Y2"=15650   GUID=b9763cc4-2988-41b6-bbdb-62c4089e47cc
   "Grid System"=GLOBAL   "Drawn X1"=9100   "Drawn Y1"=14650   "Drawn X2"=13250   "Drawn Y2"=14650   "Display X1"=9100   "Display Y1"=15650   "Display X2"=13250   "Display Y2"=15650   GUID=d953b90a-580c-44bc-8282-bef3093ace41
 
TABLE:  "FLOOR OBJECT CONNECTIVITY"
   "Unique Name"=1   UniquePt1=11   UniquePt2=10   UniquePt3=6   UniquePt4=5   GUID=ad6c74bf-fda8-4da2-9708-0edef58ee432
   "Unique Name"=2   UniquePt1=41   UniquePt2=42   UniquePt3=43   UniquePt4=44   GUID=f1c3f61b-b6d8-4175-add3-45bc42da0e27
   "Unique Name"=3   UniquePt1=46   UniquePt2=47   UniquePt3=48   UniquePt4=49   GUID=1b730980-f9c9-42f1-8cb4-9c207d7bff5c
   "Unique Name"=4   UniquePt1=50   UniquePt2=51   UniquePt3=52   UniquePt4=53   GUID=ef814f3a-9257-4a08-8b33-950f114eeeee
   "Unique Name"=5   UniquePt1=55   UniquePt2=56   UniquePt3=57   UniquePt4=58   GUID=c2dc4ea8-8a73-43e8-9855-32c57d542a59
   "Unique Name"=6   UniquePt1=59   UniquePt2=60   UniquePt3=61   UniquePt4=62   GUID=6f22f630-daa9-4e07-a491-08432514c4d3
   "Unique Name"=7   UniquePt1=64   UniquePt2=65   UniquePt3=66   UniquePt4=67   GUID=7316c7f2-ce02-4723-8ba1-e9a24a1ebfda
   "Unique Name"=8   UniquePt1=68   UniquePt2=69   UniquePt3=70   UniquePt4=71   GUID=0532d927-b186-48da-af30-25f3ac2b460a
   "Unique Name"=9   UniquePt1=73   UniquePt2=74   UniquePt3=75   UniquePt4=76   GUID=0768a1a5-2067-47ad-9e72-c3c22f3c0ce7
   "Unique Name"=10   UniquePt1=77   UniquePt2=78   UniquePt3=79   UniquePt4=80   GUID=c72f00e6-2a2c-44cc-9271-8ff8c1eb04de
   "Unique Name"=11   UniquePt1=82   UniquePt2=83   UniquePt3=84   UniquePt4=85   GUID=54dc79fc-8a5b-4abd-884c-5c76a4ea6718
   "Unique Name"=12   UniquePt1=86   UniquePt2=87   UniquePt3=88   UniquePt4=89   GUID=316a7690-7513-41f9-809f-ca9afa5da168
   "Unique Name"=13   UniquePt1=91   UniquePt2=92   UniquePt3=93   UniquePt4=94   GUID=6ce64c8d-53fc-41c0-8b9d-cdc5469e0826
   "Unique Name"=14   UniquePt1=109   UniquePt2=110   UniquePt3=115   UniquePt4=116   GUID=9f9fc7fd-620c-43df-8d4e-b813879430e2
   "Unique Name"=15   UniquePt1=117   UniquePt2=119   UniquePt3=121   UniquePt4=123   GUID=830663b6-35a4-4be1-b9ac-64c2f7818b09
   "Unique Name"=16   UniquePt1=125   UniquePt2=126   UniquePt3=127   UniquePt4=128   GUID=a73fa3c1-f29f-4388-be7e-fbc5722fc414
   "Unique Name"=17   UniquePt1=129   UniquePt2=130   UniquePt3=131   UniquePt4=132   GUID=bbce1d4c-281d-478a-9862-280ce3a075c7
 
TABLE:  "FRAME ASSIGNMENTS - END LENGTH OFFSETS"
   UniqueName=1   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=2   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=3   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=4   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=5   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=6   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=7   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=8   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=9   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=10   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=11   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=12   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=13   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=14   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=15   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
   UniqueName=16   "Offset Option"=Auto   "Offset I"=0   "Offset J"=0   "Rigid Factor"=0   "Self Weight Option"=Auto
 
TABLE:  "FRAME ASSIGNMENTS - FRAME AUTO MESH OPTIONS"
   UniqueName=1   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=2   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=3   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=4   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=5   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=6   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=7   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=8   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=9   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=10   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=11   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=12   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=13   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=14   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=15   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
   UniqueName=16   "Auto Mesh"=Yes   "At Intermediate Joints"=Yes   "At Intersections"=Yes   "Min Number?"=No   "Max Length?"=No
 
TABLE:  "FRAME ASSIGNMENTS - INSERTION POINT"
   UniqueName=1   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=2   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=3   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=4   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=5   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=6   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=7   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=8   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=9   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=10   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=11   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=12   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=13   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=14   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=15   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
   UniqueName=16   "Cardinal Point"="5 (Middle Center)"   Mirror2=No   Mirror3=No   "No Transform Stiffness"=Yes
 
TABLE:  "FRAME ASSIGNMENTS - OUTPUT STATIONS"
   UniqueName=1   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=2   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=3   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=4   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=5   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=6   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=7   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=8   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=9   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=10   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=11   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=12   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=13   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=14   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=15   "Station Option"="Min Stations"   "Min Stations"=3
   UniqueName=16   "Station Option"="Min Stations"   "Min Stations"=3
 
TABLE:  "FRAME ASSIGNMENTS - SECTION PROPERTIES"
   UniqueName=1   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=2   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=3   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=4   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=5   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=6   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=7   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=8   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=9   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=10   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=11   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=12   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=13   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=14   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=15   "Auto Select List"=N.A.   "Section Property"=Pile
   UniqueName=16   "Auto Select List"=N.A.   "Section Property"=Pile
 
TABLE:  "FRAME SECTION PROPERTY DEFINITIONS - CONCRETE CIRCLE"
   Name=Pile   Material=C25   "From File?"=No   Diameter=1200   "Rigid Zone?"=Yes   "Column Drop Panel?"=No   "Automatic Drop Panel Column 2-Axis"=2400   "Automatic Drop Panel Column 3-Axis"=2400   "Column Drop Panel Slab Property"=0 _
        "Notional Size Type"=Auto   "Notional Auto Factor"=1   "Area Modifier"=1   "As2 Modifier"=1   "As3 Modifier"=1   "J Modifier"=1   "I22 Modifier"=1   "I33 Modifier"=1   "Mass Modifier"=1   "Weight Modifier"=1   Color=Blue   GUID=d5cfb124-45a4-4483-aace-cfea8921b4f7
 
TABLE:  "FRAME SECTION PROPERTY DEFINITIONS - CONCRETE RECTANGULAR"
   Name=BEAM1   Material=C25   "From File?"=No   Depth=600   Width=300   "Rigid Zone?"=No   "Column Drop Panel?"=No   "Automatic Drop Panel Column 2-Axis"=0   "Automatic Drop Panel Column 3-Axis"=0   "Column Drop Panel Slab Property"=0 _
        "Notional Size Type"=User   "Notional User Size"=100   "Section Type"=Beam   "Longitudinal Rebar Material"=AIII   "Shear Rebar Material"=AIII   "Flange Dimension Option"="Analysis Property"   "Cover Top"=75   "Cover Bottom"=75 _
        "Area Modifier"=1   "As2 Modifier"=1   "As3 Modifier"=1   "J Modifier"=1   "I22 Modifier"=1   "I33 Modifier"=1   "Mass Modifier"=1   "Weight Modifier"=1   Color=Cyan   GUID=9e535e55-a6de-4fdf-9a7c-d04637d8b9b1
 
TABLE:  "GRID DEFINITIONS - GENERAL"
   Name=GLOBAL   Type=Cartesian   Ux=0   Uy=0   Rz=0   "Datum Name"=Story1   "Story Name Below"=Base   "Model Datum"=0   "Story Height Below"=5000   "Bubble Size"=1250   Color=10461087   GUID=272ffc9e-a7ea-48f3-b629-0d1cd05f6265
 
TABLE:  "GRID DEFINITIONS - GRID LINES"
   Name=GLOBAL   "Grid Line Type"="X (Cartesian)"   ID=A   Ordinate=0   "Bubble Location"=End   Visible=Yes
   Name=GLOBAL   "Grid Line Type"="X (Cartesian)"   ID=B   Ordinate=3310   "Bubble Location"=End   Visible=Yes
   Name=GLOBAL   "Grid Line Type"="X (Cartesian)"   ID=C   Ordinate=9100   "Bubble Location"=End   Visible=Yes
   Name=GLOBAL   "Grid Line Type"="X (Cartesian)"   ID=D   Ordinate=13250   "Bubble Location"=End   Visible=Yes
   Name=GLOBAL   "Grid Line Type"="Y (Cartesian)"   ID=4   Ordinate=0   "Bubble Location"=End   Visible=Yes
   Name=GLOBAL   "Grid Line Type"="Y (Cartesian)"   ID=3   Ordinate=4230   "Bubble Location"=End   Visible=Yes
   Name=GLOBAL   "Grid Line Type"="Y (Cartesian)"   ID=2   Ordinate=10480   "Bubble Location"=End   Visible=Yes
   Name=GLOBAL   "Grid Line Type"="Y (Cartesian)"   ID=1   Ordinate=14650   "Bubble Location"=End   Visible=Yes
 
TABLE:  "GRID DEFINITIONS - REFERENCE POINTS"
   Name=GLOBAL   XorR=225   Y=14425   Visible=Yes
   Name=GLOBAL   XorR=3310   Y=14425   Visible=Yes
   Name=GLOBAL   XorR=9100   Y=14425   Visible=Yes
   Name=GLOBAL   XorR=13025   Y=14425   Visible=Yes
   Name=GLOBAL   XorR=225   Y=10480   Visible=Yes
   Name=GLOBAL   XorR=225   Y=4230   Visible=Yes
   Name=GLOBAL   XorR=225   Y=225   Visible=Yes
   Name=GLOBAL   XorR=3310   Y=225   Visible=Yes
   Name=GLOBAL   XorR=9100   Y=225   Visible=Yes
   Name=GLOBAL   XorR=13025   Y=225   Visible=Yes
   Name=GLOBAL   XorR=13025   Y=4230   Visible=Yes
   Name=GLOBAL   XorR=13025   Y=10480   Visible=Yes
 
TABLE:  "GROUP DEFINITIONS"
   Name=ALL   Color=Red   "Steel Design?"=No   "Concrete Design?"=No   "Composite Design?"=No   GUID=e74450d7-741a-454b-bdf7-64cbe11daa2e
 
TABLE:  "JOINT ASSIGNMENTS - RESTRAINTS"
   UniqueName=21   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=28   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=22   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=29   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=1   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=12   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=14   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=16   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=19   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=23   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=25   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=30   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=32   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=34   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=37   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
   UniqueName=39   UX=Yes   UY=Yes   UZ=No   RX=No   RY=No   RZ=No
 
TABLE:  "JOINT ASSIGNMENTS - SPRINGS"
   UniqueName=21   SpringProp=Pile
   UniqueName=28   SpringProp=Pile
   UniqueName=22   SpringProp=Pile
   UniqueName=29   SpringProp=Pile
   UniqueName=1   SpringProp=Pile
   UniqueName=12   SpringProp=Pile
   UniqueName=14   SpringProp=Pile
   UniqueName=16   SpringProp=Pile
   UniqueName=19   SpringProp=Pile
   UniqueName=23   SpringProp=Pile
   UniqueName=25   SpringProp=Pile
   UniqueName=30   SpringProp=Pile
   UniqueName=32   SpringProp=Pile
   UniqueName=34   SpringProp=Pile
   UniqueName=37   SpringProp=Pile
   UniqueName=39   SpringProp=Pile
 
TABLE:  "JOINT LOADS ASSIGNMENTS - FORCE"
   UniqueName=9   "Load Pattern"=Dead_ABOVE   FX=-8747.219   FY=9785.456   FZ=-815135.3   MX=-14148640   MY=-6476555   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=3f90ed44-b48f-424e-9c62-ce16d724269b
   UniqueName=18   "Load Pattern"=Dead_ABOVE   FX=-13822.55   FY=14402.54   FZ=-1125008   MX=-19083510   MY=-14377450   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=343b765c-8c2d-4ece-b840-430b80109a9d
   UniqueName=27   "Load Pattern"=Dead_ABOVE   FX=-20012   FY=-5657.15   FZ=-1164025   MX=2288061   MY=-24708910   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=a83dd48a-e503-4f1b-93a6-4ca7e6379cde
   UniqueName=36   "Load Pattern"=Dead_ABOVE   FX=-25203.52   FY=114.2576   FZ=-775427.3   MX=-3853231   MY=-32724740   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=151f9457-7207-4cf4-8ac0-6a11812c506e
   UniqueName=45   "Load Pattern"=Dead_ABOVE   FX=-938.3396   FY=6376.682   FZ=-1634284   MX=-8569025   MY=1846101   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=e621d0d8-6c1f-41ad-8f7a-48cd37c1032a
   UniqueName=54   "Load Pattern"=Dead_ABOVE   FX=-12742.17   FY=12012.13   FZ=-2179491   MX=-14606510   MY=-13262980   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=3829355c-ea17-43a2-8c17-933bdcd55dcd
   UniqueName=63   "Load Pattern"=Dead_ABOVE   FX=-22576.64   FY=-8449.666   FZ=-2207132   MX=7256129   MY=-27527360   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=39de9350-2bb1-4324-b067-3a9e25ea4cd3
   UniqueName=72   "Load Pattern"=Dead_ABOVE   FX=-19336.95   FY=-5748.464   FZ=-1894051   MX=4367424   MY=-26575820   MZ=-994090.5   "X Dimension"=650   "Y Dimension"=650   GUID=c6fcde3e-0605-4b20-b949-d9185457b336
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   UniqueName=9   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=92271.25   FY=48212.04   FZ=-310295.3   MX=-204185800   MY=208775200   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=0fca360d-0992-4887-a2d0-5acd50d68918
   UniqueName=18   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=49717.61   FY=68350.09   FZ=795617.5   MX=-225958600   MY=129620500   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=4b53a17f-4d41-4d50-87c3-eac3649bd538
   UniqueName=27   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=-12860.16   FY=67886.23   FZ=35687.04   MX=-225524600   MY=11845210   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=1cd81cc5-f661-4a2c-9017-33d72a1f2c0e
   UniqueName=36   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=-55534.13   FY=47844.64   FZ=1107121   MX=-203765500   MY=-68143390   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=5e1b3b55-948b-494f-8d64-e2caf364f616
   UniqueName=45   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=106648   FY=20471.5   FZ=-1129014   MX=-148234700   MY=224807000   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=065873c8-d6a3-462f-b7d8-ae11ff63acae
   UniqueName=54   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=60179.76   FY=39090.86   FZ=46754.99   MX=-168568100   MY=141394500   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=f2ffe699-f9c5-48ed-850f-1f0b056d16a3
   UniqueName=63   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=-7973.243   FY=39342.05   FZ=-707173.2   MX=-168860100   MY=17173390   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=dc0d4d89-ba09-43b4-b043-aeb7bc09c0ad
   UniqueName=72   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=-56570.67   FY=19715.37   FZ=435729.6   MX=-147621800   MY=-69476730   MZ=-13611550   "X Dimension"=650   "Y Dimension"=650   GUID=c6df5276-8b23-4dc8-bbf5-88209bd64e30
   UniqueName=81   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=83461.16   FY=-84399.15   FZ=-960746.4   MX=54095990   MY=195476200   MZ=3191707   "X Dimension"=650   "Y Dimension"=650   GUID=2ba21851-88e8-474a-a80f-54e01644e0f2
   UniqueName=90   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=79788.61   FY=-87407.45   FZ=271824.9   MX=43867750   MY=173005700   MZ=-15564840   "X Dimension"=650   "Y Dimension"=650   GUID=26cf0374-f3e4-439d-ab77-a0299d74b047
   UniqueName=99   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=68021.7   FY=7478.567   FZ=-395948.5   MX=-59506150   MY=98542220   MZ=-9235912   "X Dimension"=650   "Y Dimension"=650   GUID=f2c1aa80-c968-47a8-a0e8-e55d22c042e9
   UniqueName=108   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=35028.38   FY=46553.45   FZ=595708.9   MX=-69845880   MY=-12857850   MZ=-19214490   "X Dimension"=650   "Y Dimension"=650   GUID=2a7bc7e2-f73c-43f4-9e66-a46211a9f259
   UniqueName=118   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=66239.41   FY=20285.91   FZ=-135766.5   MX=-49376770   MY=110162600   MZ=-4765782   "X Dimension"=500   "Y Dimension"=500   GUID=bf3747b8-bddf-43bd-9394-8f2446e0890d
   UniqueName=120   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=56806.45   FY=25671.14   FZ=34989.86   MX=-54652290   MY=84780180   MZ=-4716392   "X Dimension"=500   "Y Dimension"=500   GUID=a58cac90-955a-4978-9423-d295cde1ed7c
   UniqueName=122   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=65097.46   FY=83154.34   FZ=23464.44   MX=-96976160   MY=56980740   MZ=-7377095   "X Dimension"=500   "Y Dimension"=500   GUID=c6e2f377-91cc-46ae-976d-1d1d0ba44113
   UniqueName=124   "Load Pattern"=EYALL+0.3EX(3/3)_ABOVE   FX=403.7384   FY=113740.9   FZ=-51518.19   MX=-89405010   MY=14204990   MZ=2281846   "X Dimension"=500   "Y Dimension"=500   GUID=fd632694-ff1a-4d1f-8be9-ce9611724694
   UniqueName=9   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=58136.59   FY=38961.42   FZ=-1160605   MX=-183043700   MY=65238390   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=af3f731c-fefe-468b-9168-54c8f86f424b
   UniqueName=18   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=8724.063   FY=57785.43   FZ=-69881.57   MX=-203387800   MY=-22200830   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=322da13c-ceb2-4567-abfa-dfc59b892188
   UniqueName=27   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=-65405.64   FY=57272.32   FZ=-729682.9   MX=-202896000   MY=-153457400   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=713794e7-4d9a-4e86-9173-3b69157e6602
   UniqueName=36   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=-116389.9   FY=38559.48   FZ=329710   MX=-182589300   MY=-242745200   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=0b5c6bab-1afa-46a3-908f-4caff9930ecd
   UniqueName=45   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=58035.81   FY=5402.822   FZ=-380960   MX=-120215400   MY=65278520   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=47937094-9885-4913-92fd-51f2857c1eaf
   UniqueName=54   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=-459.3372   FY=21758.48   FZ=736182.5   MX=-138066700   MY=-32169240   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=17462740-c14c-4f64-8ce8-c55d2a862994
   UniqueName=63   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=-79337.41   FY=22561.14   FZ=-59559.01   MX=-138944500   MY=-169009600   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=96f8a990-993c-4632-b0f2-9f98e21e07db
   UniqueName=72   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=-134530.1   FY=4404.223   FZ=1030234   MX=-119315600   MY=-263181800   MZ=-13912510   "X Dimension"=650   "Y Dimension"=650   GUID=9bc4c3d9-060a-412a-b31e-d7ede4cdcbf0
   UniqueName=81   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=49506.14   FY=-64608.78   FZ=-815315.4   MX=16176660   MY=51105260   MZ=4198259   "X Dimension"=650   "Y Dimension"=650   GUID=d703f65c-ab37-404b-b9c6-274b5ea47901
   UniqueName=90   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=21018.44   FY=-47429.88   FZ=465799   MX=-16145050   MY=-4110599   MZ=-16392750   "X Dimension"=650   "Y Dimension"=650   GUID=8332c428-f644-4ab9-942b-4d0a1ff6309a
   UniqueName=99   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=-35812.23   FY=124698.6   FZ=-250509   MX=-173449500   MY=-88472370   MZ=929447.1   "X Dimension"=650   "Y Dimension"=650   GUID=19a4ee45-199d-4d4d-a541-1547577dfb77
   UniqueName=108   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=1125.89   FY=208822.2   FZ=768231   MX=-174691300   MY=-136020700   MZ=-19315260   "X Dimension"=650   "Y Dimension"=650   GUID=94b4fe63-04e6-42ab-913f-984b2379652d
   UniqueName=118   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=-8290.676   FY=14876.55   FZ=-186907   MX=-39013500   MY=-7776890   MZ=-4871157   "X Dimension"=500   "Y Dimension"=500   GUID=1329454e-3812-4cc9-b99c-784e5440055d
   UniqueName=120   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=14738.38   FY=1212.224   FZ=15772.73   MX=-24364780   MY=4604120   MZ=-1413789   "X Dimension"=500   "Y Dimension"=500   GUID=261828e8-ec40-422a-ad86-3e2ec936a6f0
   UniqueName=122   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=24990.92   FY=26086.85   FZ=11878.19   MX=-47395560   MY=-11622020   MZ=-5295376   "X Dimension"=500   "Y Dimension"=500   GUID=a9740cfe-5933-4bb2-8f73-285c2065ef8c
   UniqueName=124   "Load Pattern"=EYALL-0.3EX(1/3)_ABOVE   FX=18705.14   FY=7327.043   FZ=-36923.37   MX=-32683370   MY=-31948990   MZ=1452654   "X Dimension"=500   "Y Dimension"=500   GUID=3e7af7a9-1f87-415e-bb24-c750f3820d23
   UniqueName=9   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=55020.01   FY=30678.71   FZ=-1200835   MX=-160876200   MY=52143770   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=81600f3f-1baa-4e3d-9203-e3183f2da764
   UniqueName=18   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=7832.132   FY=47808.79   FZ=-124621   MX=-179384000   MY=-27063200   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=76233399-84ca-4a66-9e5d-2ae3c4de1aa8
   UniqueName=27   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-63475.45   FY=47348.61   FZ=-675303.9   MX=-178942600   MY=-146494600   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=cb4eb7a7-345b-4a18-ad4d-cc08afae2766
   UniqueName=36   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-112211.9   FY=30323.52   FZ=372893.6   MX=-160474400   MY=-227447700   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=ac7064f8-9bb2-4345-98ee-6ede0f3b6a27
   UniqueName=45   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=53652.35   FY=-1329.588   FZ=-295606.7   MX=-104305700   MY=50782480   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=54391adc-124a-49f5-b618-7fc08c9f82b9
   UniqueName=54   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-1753.986   FY=13888.86   FZ=755492.6   MX=-120902600   MY=-37487310   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=9dac1012-c21e-42da-9650-a16e79603db0
   UniqueName=63   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-76444.48   FY=14813.78   FZ=-78570.51   MX=-121909000   MY=-160984700   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=1857b1b8-26fa-41cd-a6e4-56561f2c8a4f
   UniqueName=72   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-128563.5   FY=-2209.925   FZ=944405.1   MX=-103514700   MY=-245897200   MZ=-11564500   "X Dimension"=650   "Y Dimension"=650   GUID=1ddc63ba-2cf9-40a8-bf0d-a43df22d518c
   UniqueName=81   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=46531.9   FY=-66525.36   FZ=-857834.9   MX=12380840   MY=38015400   MZ=6769087   "X Dimension"=650   "Y Dimension"=650   GUID=66901777-163c-4e43-bdde-2db82a28f452
   UniqueName=90   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=15006.65   FY=-47684.11   FZ=498685.3   MX=-22474150   MY=-16186690   MZ=-14982310   "X Dimension"=650   "Y Dimension"=650   GUID=644386db-4c0c-4f44-ac20-fec843f119ed
   UniqueName=99   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-43163.18   FY=129163   FZ=-279083.2   MX=-184402000   MY=-90685120   MZ=3302890   "X Dimension"=650   "Y Dimension"=650   GUID=78361ba4-f93f-407a-abc8-3c6010139582
   UniqueName=108   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-1952.65   FY=205439.2   FZ=800031.1   MX=-180615600   MY=-127563900   MZ=-17752230   "X Dimension"=650   "Y Dimension"=650   GUID=3dda8bd2-7c47-4ff6-b688-64b8fef62624
   UniqueName=118   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=-15660.58   FY=14445.51   FZ=-195003.3   MX=-38360520   MY=-19151350   MZ=-4049053   "X Dimension"=500   "Y Dimension"=500   GUID=3086544a-157d-4b18-8576-c1273fbbda40
   UniqueName=120   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=9911.642   FY=171.369   FZ=14730.16   MX=-23094780   MY=-1838723   MZ=-489701.3   "X Dimension"=500   "Y Dimension"=500   GUID=8a24d4a6-a927-435b-8bf4-162716f7d3ac
   UniqueName=122   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=20979.28   FY=28169.92   FZ=11677.07   MX=-48868490   MY=-12815500   MZ=-4758755   "X Dimension"=500   "Y Dimension"=500   GUID=5ead44a6-a545-4342-8954-faba9d526bdd
   UniqueName=124   "Load Pattern"=EYALL-0.3EX(2/3)_ABOVE   FX=12817.2   FY=15280.9   FZ=-39729.23   MX=-36487810   MY=-28496990   MZ=2297465   "X Dimension"=500   "Y Dimension"=500   GUID=cdfb1fd4-8bc4-413e-a296-ac35de9c704d
   UniqueName=9   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=61253.18   FY=47244.13   FZ=-1120375   MX=-205211300   MY=78333020   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=664f9628-3161-464a-9ccd-34a4f39eee5e
   UniqueName=18   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=9615.995   FY=67762.07   FZ=-15142.14   MX=-227391600   MY=-17338460   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=5952bb2a-6e94-4157-8e72-880897093831
   UniqueName=27   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=-67335.84   FY=67196.04   FZ=-784061.9   MX=-226849300   MY=-160420300   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=2fb6c863-ca1c-41cf-ac45-2add08cd2144
   UniqueName=36   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=-120568   FY=46795.45   FZ=286526.5   MX=-204704200   MY=-258042800   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=b13ac395-cc28-4530-82e4-5d9e1222e622
   UniqueName=45   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=62419.28   FY=12135.23   FZ=-466313.3   MX=-136125200   MY=79774560   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=9093e781-b744-48e4-bd7c-36380d46bfef
   UniqueName=54   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=835.312   FY=29628.09   FZ=716872.3   MX=-155230800   MY=-26851160   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=061f021a-590f-4b4d-9bca-034fefcb2765
   UniqueName=63   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=-82230.35   FY=30308.51   FZ=-40547.5   MX=-155980100   MY=-177034600   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=737d0020-dac9-4709-a7e1-4ba5a0bca8b4
   UniqueName=72   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=-140496.8   FY=11018.37   FZ=1116062   MX=-135116500   MY=-280466300   MZ=-16260520   "X Dimension"=650   "Y Dimension"=650   GUID=23f22805-1778-48b2-be25-1a02cf5a8b74
   UniqueName=81   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=52480.37   FY=-62692.21   FZ=-772795.8   MX=19972480   MY=64195130   MZ=1627431   "X Dimension"=650   "Y Dimension"=650   GUID=b4041d8d-09ea-46b6-904e-d83ebd095250
   UniqueName=90   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=27030.24   FY=-47175.66   FZ=432912.8   MX=-9815949   MY=7965497   MZ=-17803190   "X Dimension"=650   "Y Dimension"=650   GUID=abc84a49-c393-4358-a485-dd9d0f2a5d62
   UniqueName=99   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=-28461.28   FY=120234.1   FZ=-221934.7   MX=-162497100   MY=-86259620   MZ=-1443996   "X Dimension"=650   "Y Dimension"=650   GUID=068acdca-6dc7-4397-bfd7-85152bfffd03
   UniqueName=108   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=4204.43   FY=212205.3   FZ=736430.9   MX=-168767000   MY=-144477500   MZ=-20878300   "X Dimension"=650   "Y Dimension"=650   GUID=c7113f0b-b7fe-42ea-af0f-12342a820e63
   UniqueName=118   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=-920.7745   FY=15307.6   FZ=-178810.8   MX=-39666470   MY=3597576   MZ=-5693261   "X Dimension"=500   "Y Dimension"=500   GUID=247423ed-f3a7-46a4-b87e-db86422132c1
   UniqueName=120   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=19565.12   FY=2253.079   FZ=16815.3   MX=-25634770   MY=11046960   MZ=-2337876   "X Dimension"=500   "Y Dimension"=500   GUID=3e8706f8-4f6f-45bd-a6bd-95758126d583
   UniqueName=122   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=29002.56   FY=24003.77   FZ=12079.32   MX=-45922630   MY=-10428530   MZ=-5831996   "X Dimension"=500   "Y Dimension"=500   GUID=16812d38-eb02-4352-afae-8a114309a3b6
   UniqueName=124   "Load Pattern"=EYALL-0.3EX(3/3)_ABOVE   FX=24593.08   FY=-626.8103   FZ=-34117.51   MX=-28878920   MY=-35400980   MZ=607841.6   "X Dimension"=500   "Y Dimension"=500   GUID=14a6a69e-e098-495f-a395-08d6e206b33c
 
TABLE:  "LOAD CASE DEFINITIONS - LINEAR STATIC"
   Name=Dead   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1   "Design Type"="Program Determined"   GUID=13a5e7a3-98d6-4e53-a2e9-8b929256ff92
   Name=Dead   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1
   Name=EV   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EV   "Load SF"=1   "Design Type"="Program Determined"   GUID=47a81335-fd4b-4480-9a12-a8eba8103eea
   Name=EV   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=EX   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EX   "Load SF"=1   "Design Type"="Program Determined"   GUID=ac86601c-12f9-4037-963d-429f973d97db
   Name=EX   "Load Type"=Load   "Load Name"=EX_ABOVE   "Load SF"=1
   Name=EXALL-0.3EY(1/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=aa0b3236-952a-4a95-b275-d7ce23e13f4e
   Name=EXALL-0.3EY(1/3)   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=EXALL-0.3EY(1/3)   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=1
   Name=EXALL-0.3EY(2/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=e1428850-1226-48b5-b39c-3ad89e7af6aa
   Name=EXALL-0.3EY(2/3)   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=EXALL-0.3EY(2/3)   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=1
   Name=EXALL-0.3EY(3/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=7d7c7a77-25fa-45bd-abe4-183ad44093ce
   Name=EXALL-0.3EY(3/3)   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=EXALL-0.3EY(3/3)   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=1
   Name=EXALL(1/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=9febfbf1-b50c-4251-a51f-5d30916f8456
   Name=EXALL(1/3)   "Load Type"=Load   "Load Name"=EXALL(1/3)_ABOVE   "Load SF"=1
   Name=EXALL(2/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=d960e400-8ab6-49e2-a9c0-1b4b52df990d
   Name=EXALL(2/3)   "Load Type"=Load   "Load Name"=EXALL(2/3)_ABOVE   "Load SF"=1
   Name=EXALL(3/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=ca3bce02-f2fc-4b71-aae0-f1054cb48e52
   Name=EXALL(3/3)   "Load Type"=Load   "Load Name"=EXALL(3/3)_ABOVE   "Load SF"=1
   Name=EXALL+0.3EY(1/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=fcfcf774-8486-4198-98a8-c50d359b86a3
   Name=EXALL+0.3EY(1/3)   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=EXALL+0.3EY(1/3)   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=1
   Name=EXALL+0.3EY(2/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=87313625-28c0-430a-9e36-abb350c0fd5a
   Name=EXALL+0.3EY(2/3)   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=EXALL+0.3EY(2/3)   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=1
   Name=EXALL+0.3EY(3/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=87e0f2fe-5028-467f-83d9-05daa055308d
   Name=EXALL+0.3EY(3/3)   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=EXALL+0.3EY(3/3)   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=1
   Name=EY   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EY   "Load SF"=1   "Design Type"="Program Determined"   GUID=e23a8c55-247e-4123-bdd7-6dd181169aa5
   Name=EY   "Load Type"=Load   "Load Name"=EY_ABOVE   "Load SF"=1
   Name=EYALL-0.3EX(1/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=71f14525-1598-46a3-b279-d41f64c61eb3
   Name=EYALL-0.3EX(1/3)   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=EYALL-0.3EX(1/3)   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=1
   Name=EYALL-0.3EX(2/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=ea061305-d4ff-4d59-9c9b-8b76c2439ef2
   Name=EYALL-0.3EX(2/3)   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=EYALL-0.3EX(2/3)   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=1
   Name=EYALL-0.3EX(3/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=98db5c48-9058-4290-bf13-7c8e618eda5c
   Name=EYALL-0.3EX(3/3)   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=EYALL-0.3EX(3/3)   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=1
   Name=EYALL(1/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=1d571f57-6b98-4ccf-a448-c030dbed10f6
   Name=EYALL(1/3)   "Load Type"=Load   "Load Name"=EYALL(1/3)_ABOVE   "Load SF"=1
   Name=EYALL(2/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=243a855d-0fbd-4e3c-b721-7fe2fef421ba
   Name=EYALL(2/3)   "Load Type"=Load   "Load Name"=EYALL(2/3)_ABOVE   "Load SF"=1
   Name=EYALL(3/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=257b99b3-115a-4d54-b650-aa6e9a3b023f
   Name=EYALL(3/3)   "Load Type"=Load   "Load Name"=EYALL(3/3)_ABOVE   "Load SF"=1
   Name=EYALL+0.3EX(1/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=7ee5e9b2-a7b4-4eb2-9457-d03a1f1ccc48
   Name=EYALL+0.3EX(1/3)   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=EYALL+0.3EX(1/3)   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=1
   Name=EYALL+0.3EX(2/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=8c87ed0e-eb9e-4e0f-9a70-8c251982c53e
   Name=EYALL+0.3EX(2/3)   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=EYALL+0.3EX(2/3)   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=1
   Name=EYALL+0.3EX(3/3)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=1   "Design Type"="Program Determined"   GUID=eb6e5c75-ba7b-4913-ac39-29f5c68ede06
   Name=EYALL+0.3EX(3/3)   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=EYALL+0.3EX(3/3)   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=1
   Name=Live   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=Live   "Load SF"=1   "Design Type"="Program Determined"   GUID=eebd1e8e-d964-40a2-a2d9-0f8dc8ff6bb7
   Name=Live   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=Live(0.5)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=1   "Design Type"="Program Determined"   GUID=063de13b-1160-4844-90de-d80da6c6a211
   Name=Live(0.5)   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=1
   Name=Live(Red)   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1   "Design Type"="Program Determined"   GUID=c46456a3-34c2-4b66-a076-0f05388899e8
   Name=Live(Red)   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name="Roof Live"   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"="Roof Live"   "Load SF"=1   "Design Type"="Program Determined"   GUID=230fcdcd-2703-45ac-927a-7ae22316356b
   Name="Roof Live"   "Load Type"=Load   "Load Name"="Roof Live_ABOVE"   "Load SF"=1
   Name=Snow   "Exclude Group"=None   "Initial Condition"="Nonlinear Case"   "Nonlinear Case"=None   "Load Type"=Load   "Load Name"=Snow   "Load SF"=1   "Design Type"="Program Determined"   GUID=68b9eed9-46ff-48f6-b0c5-d4d8d78d435c
   Name=Snow   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=1
 
TABLE:  "LOAD CASE DEFINITIONS - NONLINEAR STATIC"
   Name=Soil1-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200   "Max Null Steps"=50 _
        "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=3ca1ba05-6ba2-49a7-ab44-cdc24a2577af
   Name=Soil1-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1
   Name=Soil1-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=Soil1-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=Soil1-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=Soil1-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=Soil1-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=1
   Name=Soil1-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=1
   Name=Soil10(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=29de7360-24a9-4e67-9700-3ed712601b54
   Name=Soil10(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil10(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=0.7
   Name=Soil10(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil10(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=0.7
   Name=Soil10(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil10(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil10(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=b9f111c8-1d68-47dc-953c-14244255cbdd
   Name=Soil10(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil10(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=0.7
   Name=Soil10(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil10(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=0.7
   Name=Soil10(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil10(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil10(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=1106cb27-01bb-46eb-ada2-6b2a1b5a8be8
   Name=Soil10(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil10(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=0.7
   Name=Soil10(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil10(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=0.7
   Name=Soil10(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil10(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil11(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=cf9edea3-ca5c-401d-af2b-d6ccd4716537
   Name=Soil11(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil11(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=0.7
   Name=Soil11(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.21
   Name=Soil11(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=0.7
   Name=Soil11(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil11(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil11(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=a3331f5d-7322-4277-8856-738811ba4284
   Name=Soil11(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil11(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=0.7
   Name=Soil11(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.21
   Name=Soil11(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=0.7
   Name=Soil11(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil11(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil11(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4e81f2c3-925e-4b1e-bfcc-793c87c44d05
   Name=Soil11(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil11(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=0.7
   Name=Soil11(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.21
   Name=Soil11(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=0.7
   Name=Soil11(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil11(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil12(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=f4bc4e74-ca24-4fc1-80e3-8605eb7d28f8
   Name=Soil12(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil12(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-0.7
   Name=Soil12(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.21
   Name=Soil12(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=-0.7
   Name=Soil12(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil12(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil12(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=6406c799-2805-42cb-ab07-35f46949cccc
   Name=Soil12(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil12(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-0.7
   Name=Soil12(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.21
   Name=Soil12(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=-0.7
   Name=Soil12(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil12(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil12(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=5cd0b6ee-2547-45d7-8494-d23e401bc4a9
   Name=Soil12(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil12(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-0.7
   Name=Soil12(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.21
   Name=Soil12(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=-0.7
   Name=Soil12(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil12(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil13(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=3e534b96-282e-4ff1-8538-0332588915ee
   Name=Soil13(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil13(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-0.7
   Name=Soil13(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil13(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=-0.7
   Name=Soil13(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil13(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil13(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=17a5a6fa-f216-4088-a132-9bfddc0d523e
   Name=Soil13(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil13(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-0.7
   Name=Soil13(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil13(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=-0.7
   Name=Soil13(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil13(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil13(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=1736119d-a20e-4b81-947c-ecc6d773304a
   Name=Soil13(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil13(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-0.7
   Name=Soil13(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil13(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=-0.7
   Name=Soil13(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil13(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil14(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.11025   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=e4f3e31e-e4bc-475c-b9d1-bc894ad6b617
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.11025
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=0.525
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.1575
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=0.525
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil14(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.11025   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=7429997f-c1d2-43cb-9fda-0b7dcbdc3a00
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.11025
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=0.525
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.1575
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=0.525
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil14(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.11025   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=9774620d-c538-4759-834c-a6e5c2542829
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.11025
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=0.525
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.1575
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=0.525
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil14(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=9d2c7799-3356-4e2b-b6c6-b499a0c65921
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=0.525
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.1575
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=0.525
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil15(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=a32de3c5-357d-4cb5-8dda-4f7dcf2bcde8
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=0.525
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.1575
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=0.525
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil15(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=d676a80d-8a7a-41be-a8be-df807e5127fd
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=0.525
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.1575
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=0.525
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil15(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=7d7c2d20-53ed-4cc0-adf8-f1526d0bd4dd
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=0.525
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.1575
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=0.525
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil16(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=c58d552c-118a-451d-a264-e2aa39daa07d
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=0.525
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.1575
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=0.525
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil16(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=61d2f018-0bf5-4825-877e-02e5409ca919
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=0.525
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.1575
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=0.525
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil16(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=72d3726a-e942-4860-83e8-cf49a4173913
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=0.525
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.1575
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=0.525
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil17(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=624164d2-1c89-457b-8656-458058d6ca0f
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=0.525
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.1575
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=0.525
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil17(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=8f7cefec-944f-4ad6-8a62-6e201b68a789
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=0.525
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.1575
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=0.525
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil17(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=333be966-f533-4c37-9be5-5e922d2427f7
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-0.525
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.1575
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=-0.525
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil18(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=901a860d-4b0a-4105-9e4d-6b0bc68dc12a
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-0.525
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.1575
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=-0.525
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil18(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=673d596a-9339-4e4b-99f1-0b55e08d5d8e
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-0.525
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.1575
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=-0.525
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil18(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=ac6e43a2-3245-4bb7-972b-53ea71812228
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-0.525
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.1575
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=-0.525
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil19(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=5c603b58-59a2-443f-8b2e-0c972955b986
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-0.525
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.1575
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=-0.525
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil19(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=720bba5b-287c-47ad-a0b0-8c7341a0cc9a
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-0.525
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.1575
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=-0.525
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil19(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil2-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200   "Max Null Steps"=50 _
        "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=1b00539c-4dc5-4348-8a01-a037827aa00e
   Name=Soil2-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1
   Name=Soil2-NL   "Load Type"=Load   "Load Name"="Roof Live"   "Load SF"=1
   Name=Soil2-NL   "Load Type"=Load   "Load Name"="Roof Live_ABOVE"   "Load SF"=1
   Name=Soil20(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=3f35aeee-6168-4d72-b72b-ab37a2491e2b
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-0.525
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.1575
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=-0.525
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil20(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=93ca4cde-e750-4cdd-820a-1acb51cfef93
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-0.525
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.1575
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=-0.525
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil20(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=47219f62-f962-4063-b78c-fb64b19ff84a
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-0.525
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.1575
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=-0.525
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil20(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=d53648b3-519f-45a7-b81f-1b5384475fd9
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-0.525
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.1575
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=-0.525
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil21(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=2eeeeb3d-d878-4283-af7b-b1a54642144e
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-0.525
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.1575
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=-0.525
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil21(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.1102   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=b0bc0e17-850e-4542-9286-510c98be2097
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.1102
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-0.525
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.1575
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=-0.525
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.525
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.525
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil21(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil22(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=46979d40-ed73-494f-9ae4-0412ec7473d2
   Name=Soil22(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil22(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=0.7
   Name=Soil22(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil22(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=0.7
   Name=Soil22(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=475515e1-2e1a-4ac7-872a-a9931bad18c6
   Name=Soil22(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil22(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=0.7
   Name=Soil22(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil22(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=0.7
   Name=Soil22(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4581943e-b1ca-4119-a357-496a28cc3c65
   Name=Soil22(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil22(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=0.7
   Name=Soil22(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil22(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=0.7
   Name=Soil23(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=6567ee61-a19a-4c6d-95ca-2e2db44e7e61
   Name=Soil23(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil23(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=0.7
   Name=Soil23(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil23(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=0.7
   Name=Soil23(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=2735887c-6822-466a-b231-35ab5ce24a48
   Name=Soil23(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil23(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=0.7
   Name=Soil23(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil23(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=0.7
   Name=Soil23(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=d75a02ed-229b-44af-bd16-af04de8f356e
   Name=Soil23(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil23(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=0.7
   Name=Soil23(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil23(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=0.7
   Name=Soil24(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=1e1680da-647b-46f8-9d7d-96b6e8de0f03
   Name=Soil24(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil24(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-0.7
   Name=Soil24(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil24(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=-0.7
   Name=Soil24(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=005f276d-89a2-4846-8a7c-14968b6973d6
   Name=Soil24(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil24(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-0.7
   Name=Soil24(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil24(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=-0.7
   Name=Soil24(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=bf30658a-eb50-4a67-8555-e9d17e8ab6fd
   Name=Soil24(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil24(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-0.7
   Name=Soil24(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil24(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=-0.7
   Name=Soil25(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4ef54d14-923f-44a5-93bf-29c62e57ba98
   Name=Soil25(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil25(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-0.7
   Name=Soil25(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil25(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=-0.7
   Name=Soil25(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=3d3341c0-f4b8-4393-81f2-3fa46a854fdb
   Name=Soil25(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil25(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-0.7
   Name=Soil25(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil25(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=-0.7
   Name=Soil25(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=e640afa6-1308-4270-af01-26944db058a5
   Name=Soil25(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil25(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-0.7
   Name=Soil25(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil25(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=-0.7
   Name=Soil26(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=fc7eee6b-8ebf-44f5-8ad9-cfbea1bf2d92
   Name=Soil26(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil26(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=0.7
   Name=Soil26(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil26(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=0.7
   Name=Soil26(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=f15c1013-1876-4137-a1d0-221b04cf4a5f
   Name=Soil26(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil26(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=0.7
   Name=Soil26(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil26(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=0.7
   Name=Soil26(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=69045eee-3476-4e85-84fa-77db7e83c23e
   Name=Soil26(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil26(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=0.7
   Name=Soil26(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil26(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=0.7
   Name=Soil27(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=debf88b1-ae82-4168-ae94-d86be95650aa
   Name=Soil27(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil27(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-0.7
   Name=Soil27(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil27(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=-0.7
   Name=Soil27(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=52af21ad-03fc-42dd-8fa3-f973a4565fe3
   Name=Soil27(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil27(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-0.7
   Name=Soil27(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil27(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=-0.7
   Name=Soil27(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.6   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=12876a4c-9208-4833-9368-07745606322f
   Name=Soil27(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.6
   Name=Soil27(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-0.7
   Name=Soil27(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.21
   Name=Soil27(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=-0.7
   Name=Soil3-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200   "Max Null Steps"=50 _
        "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=524279bc-f9d6-4d8a-98c5-2d627018bf3a
   Name=Soil3-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1
   Name=Soil3-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=1
   Name=Soil3-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=1
   Name=Soil4-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200   "Max Null Steps"=50 _
        "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4ae33a84-e85f-47d5-99a4-8e3eca2343b5
   Name=Soil4-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1
   Name=Soil4-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil4-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil4-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil4-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil4-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil4-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil4-NL   "Load Type"=Load   "Load Name"="Roof Live"   "Load SF"=0.75
   Name=Soil4-NL   "Load Type"=Load   "Load Name"="Roof Live_ABOVE"   "Load SF"=0.75
   Name=Soil5-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200   "Max Null Steps"=50 _
        "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=abb49e99-c16c-4b42-a2be-44d780a8b286
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=0.75
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=0.75
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=0.75
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=0.75
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.75
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.75
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.75
   Name=Soil5-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.75
   Name=Soil6(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=d90053b9-12b5-451a-9a3d-5ebfb6c2969d
   Name=Soil6(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil6(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=0.7
   Name=Soil6(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil6(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=0.7
   Name=Soil6(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil6(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil6(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=c38c11b4-1395-432b-bd62-89d5167ee0da
   Name=Soil6(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil6(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=0.7
   Name=Soil6(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil6(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=0.7
   Name=Soil6(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil6(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil6(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4cc6f4e1-f7c0-4c05-bca4-29c1b2497f0f
   Name=Soil6(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil6(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=0.7
   Name=Soil6(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil6(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=0.7
   Name=Soil6(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil6(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil7(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=66c007ef-d0ad-4465-a877-e59e0a6675c0
   Name=Soil7(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil7(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=0.7
   Name=Soil7(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil7(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=0.7
   Name=Soil7(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil7(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil7(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=3e3280d2-05d3-47a6-aed5-26cd7dba09e2
   Name=Soil7(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil7(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=0.7
   Name=Soil7(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil7(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=0.7
   Name=Soil7(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil7(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil7(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=e0a7b780-b337-4909-9c0c-2191fecb8b1b
   Name=Soil7(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil7(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=0.7
   Name=Soil7(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil7(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=0.7
   Name=Soil7(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil7(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil8(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=b450ba19-6800-4a3e-9dc3-2da411c60ed3
   Name=Soil8(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil8(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-0.7
   Name=Soil8(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil8(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=-0.7
   Name=Soil8(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil8(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil8(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=ece620e0-96c6-4727-b04e-d3ff40868b45
   Name=Soil8(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil8(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-0.7
   Name=Soil8(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil8(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=-0.7
   Name=Soil8(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil8(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil8(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=6a12d691-47ae-4662-aa5f-71ddc10294fb
   Name=Soil8(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil8(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-0.7
   Name=Soil8(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.21
   Name=Soil8(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=-0.7
   Name=Soil8(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil8(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil9(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=b1ff43fe-fc1e-430b-aec9-1725fd6bcb61
   Name=Soil9(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil9(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-0.7
   Name=Soil9(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil9(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=-0.7
   Name=Soil9(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil9(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil9(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=aa413be4-124f-4a88-9bcc-6980b440a426
   Name=Soil9(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil9(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-0.7
   Name=Soil9(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil9(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=-0.7
   Name=Soil9(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil9(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=Soil9(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.147   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=749fbfbd-6bb8-440a-b5c0-f89f5f3983d5
   Name=Soil9(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.147
   Name=Soil9(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-0.7
   Name=Soil9(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.21
   Name=Soil9(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=-0.7
   Name=Soil9(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=0.7
   Name=Soil9(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=0.7
   Name=UDConS1-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.4   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=04614f4b-13a4-45ef-96cd-1f029507956e
   Name=UDConS1-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.4
   Name=UDConS10(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=6ec154ee-b4f6-461b-b229-0ceac1fac5f9
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=1
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=1
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS10(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=dcd0b150-bd80-4a9c-9cc8-ab46f17f9baa
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS10(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=3a6374cc-aeda-41b9-b545-d3f02618d53b
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS10(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS11(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4583a652-a396-461d-b011-0fb68ca0e599
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-1
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS11(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS11(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=40802973-b3ce-4319-8ee2-e51c66bd38f1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS11(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS11(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=8be6106c-0f6d-4773-8d29-1a4593252059
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-1
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS11(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=b684ddbb-1015-4464-ac81-d47799031bcd
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS12(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4b701f72-69a8-4850-8fce-552dcff3ab50
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS12(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=b4560f62-fda0-442a-a00d-0c45cc806ec9
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS12(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS13(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=69b65200-0a18-4ea0-9e8e-c2f1fcd3a613
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-1
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS13(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS13(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=c057802d-2594-4227-bfaa-4a2a4a65ab88
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-1
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS13(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS13(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=ce0020e2-3999-488f-8dbf-32588e942b37
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-1
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS13(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS14(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=9084bc0b-1387-404a-9a95-457c0c56f3dc
   Name=UDConS14(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS14(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=1
   Name=UDConS14(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS14(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=1
   Name=UDConS14(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS14(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS14(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=85dae81b-c713-4d1d-9734-51f13cdb60d6
   Name=UDConS14(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS14(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=1
   Name=UDConS14(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS14(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=1
   Name=UDConS14(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS14(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS14(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=68460936-393b-4848-92e0-86bf248a0ce4
   Name=UDConS14(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS14(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=1
   Name=UDConS14(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS14(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=1
   Name=UDConS14(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS14(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS15(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=90e78a1d-8779-4e8e-8650-d26914e6927c
   Name=UDConS15(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS15(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-1
   Name=UDConS15(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS15(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS15(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS15(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS15(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=aa1e6312-4c51-40c1-8cbf-10d9820274ce
   Name=UDConS15(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS15(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-1
   Name=UDConS15(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS15(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS15(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS15(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS15(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=c585f9cb-dcbf-41c1-a2b0-429c49528654
   Name=UDConS15(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS15(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-1
   Name=UDConS15(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS15(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS15(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS15(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS16(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=47fc7ba6-2d23-45c6-ad0b-7ce2537dcc55
   Name=UDConS16(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS16(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=1
   Name=UDConS16(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS16(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=1
   Name=UDConS16(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS16(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS16(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=a3a2faaf-1f4c-49fd-bbec-575f3ee312c8
   Name=UDConS16(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS16(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=1
   Name=UDConS16(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS16(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=1
   Name=UDConS16(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS16(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS16(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=5d5a2444-cf6e-45ca-bdcb-4501b1feff66
   Name=UDConS16(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS16(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=1
   Name=UDConS16(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS16(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=1
   Name=UDConS16(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS16(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS17(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=69f78159-f623-4c90-b710-73bb9559d76a
   Name=UDConS17(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS17(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-1
   Name=UDConS17(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS17(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS17(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS17(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS17(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=c1caa5de-f895-4851-adbd-9695e722066a
   Name=UDConS17(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS17(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-1
   Name=UDConS17(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS17(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS17(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS17(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS17(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=483a8644-7644-4538-b286-4396f87769fa
   Name=UDConS17(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS17(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-1
   Name=UDConS17(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS17(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS17(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS17(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS18(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=4084dd87-baac-4d34-a9af-6a163ad9c7fc
   Name=UDConS18(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS18(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=1
   Name=UDConS18(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS18(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=1
   Name=UDConS18(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS18(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS18(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=35436bdd-7379-440d-ae27-29e86826fcad
   Name=UDConS18(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS18(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=1
   Name=UDConS18(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS18(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=1
   Name=UDConS18(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS18(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS18(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=90e5a796-fbec-4616-8718-b54502572c8e
   Name=UDConS18(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS18(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=1
   Name=UDConS18(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS18(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=1
   Name=UDConS18(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS18(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS19(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=9cc9e8fe-f07e-4f33-be22-ce3f13d48a13
   Name=UDConS19(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS19(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-1
   Name=UDConS19(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS19(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS19(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS19(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS19(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=38750352-2c6f-4fcf-be30-4636fbe3dcde
   Name=UDConS19(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS19(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-1
   Name=UDConS19(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS19(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS19(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS19(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS19(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=6c867643-f1c8-4a21-8da5-36931516d548
   Name=UDConS19(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS19(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-1
   Name=UDConS19(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS19(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL+0.3EX(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS19(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS19(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS2-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.2   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=d21edece-03dd-4f1e-a445-64cc2dbf57c9
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.2
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1.6
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1.6
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1.6
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1.6
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=1.6
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=1.6
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.5
   Name=UDConS2-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.5
   Name=UDConS20(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=8c35dad4-070a-4474-a7b2-0871dd5bb154
   Name=UDConS20(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS20(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=1
   Name=UDConS20(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS20(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=1
   Name=UDConS20(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS20(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS20(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=80ea6ffa-491d-4113-94c3-71c5103d28dd
   Name=UDConS20(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS20(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=1
   Name=UDConS20(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS20(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=1
   Name=UDConS20(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS20(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS20(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=5971e088-8ac0-4d2b-811c-ee0512809b44
   Name=UDConS20(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS20(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=1
   Name=UDConS20(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=-0.3
   Name=UDConS20(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=1
   Name=UDConS20(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS20(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS21(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=c948e6c4-e9fc-446d-bcac-15d0ac316bda
   Name=UDConS21(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS21(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL(1/3)   "Load SF"=-1
   Name=UDConS21(1/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS21(1/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS21(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS21(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS21(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=0d86a20d-0763-465e-bd0a-8fdc35b9e457
   Name=UDConS21(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS21(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL(2/3)   "Load SF"=-1
   Name=UDConS21(2/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS21(2/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS21(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS21(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS21(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=0.9   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=3ba7ff42-66fc-4e45-81c4-f567aeb240af
   Name=UDConS21(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=0.9
   Name=UDConS21(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL(3/3)   "Load SF"=-1
   Name=UDConS21(3/3)-NL   "Load Type"=Load   "Load Name"=EX   "Load SF"=0.3
   Name=UDConS21(3/3)-NL   "Load Type"=Load   "Load Name"=EYALL-0.3EX(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS21(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=-1
   Name=UDConS21(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=-1
   Name=UDConS3-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.2   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=6c75d90d-c6d6-4cd1-95d6-8d55c7c5c5bd
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.2
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1.6
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1.6
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1.6
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1.6
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=1.6
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=1.6
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"="Roof Live"   "Load SF"=0.5
   Name=UDConS3-NL   "Load Type"=Load   "Load Name"="Roof Live_ABOVE"   "Load SF"=0.5
   Name=UDConS4-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.2   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=29929ec9-c96b-4ad9-8446-ad82c7851998
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.2
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=1.6
   Name=UDConS4-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=1.6
   Name=UDConS5-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.2   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=745cc8b1-af55-4373-84bb-dc7adacf92e0
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.2
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"="Roof Live"   "Load SF"=1.6
   Name=UDConS5-NL   "Load Type"=Load   "Load Name"="Roof Live_ABOVE"   "Load SF"=1.6
   Name=UDConS6(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=52c6290e-a47f-45a3-9476-3729826b1378
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=1
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=1
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS6(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=7730d8ef-45cf-4be1-8eb7-833f8690f0ff
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS6(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=65c39d53-8925-4e5f-9b0f-d65069b80637
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS6(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS7(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=5866dbe7-2b2b-4b96-91be-f14e2c8f01f5
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-1
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS7(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS7(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=cdad0a7c-87e1-4dee-bdf8-321267b5b715
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-1
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS7(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS7(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=7b6db5ec-1e9f-44a9-83cf-c1d3c62ba256
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-1
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL+0.3EY(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS7(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=eda78316-0f7e-4b5e-afc5-4cc7dc846569
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS8(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=9b9c406e-5d99-451a-a4f9-2de76d6dd346
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS8(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=75ef3746-79fe-4b6b-a22b-35c3f02314b1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=-0.3
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS8(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS9(1/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=076b6ef6-3784-4ede-be97-fb84536edb2f
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL(1/3)   "Load SF"=-1
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(1/3)_ABOVE   "Load SF"=-1
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS9(1/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS9(2/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=8e8aa0be-f0a2-4f11-b554-ebd70245c07a
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL(2/3)   "Load SF"=-1
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(2/3)_ABOVE   "Load SF"=-1
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS9(2/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
   Name=UDConS9(3/3)-NL   "Mass Source"=Previous   "Initial Condition"=Unstressed   "Load Type"=Load   "Load Name"=Dead   "Load SF"=1.41   "Geometric Nonlinearity"=P-Delta   "Results Type"="Final State"   "Max Total Steps"=200 _
        "Max Null Steps"=50   "Max CS Iterations"=10   "Max NR Iterations"=40   "Iteration Tolerance"=0.0001   "Line Search?"=No   "Design Type"="Program Determined"   GUID=22fdafa9-960e-4b75-83bb-2720a133e9a6
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Dead_ABOVE   "Load SF"=1.41
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Live   "Load SF"=1
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Live_ABOVE   "Load SF"=1
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)   "Load SF"=1
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Live(Red)_ABOVE   "Load SF"=1
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)   "Load SF"=0.5
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Live(0.5)_ABOVE   "Load SF"=0.5
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Snow   "Load SF"=0.2
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=Snow_ABOVE   "Load SF"=0.2
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL(3/3)   "Load SF"=-1
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=EY   "Load SF"=0.3
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=EXALL-0.3EY(3/3)_ABOVE   "Load SF"=-1
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=EV   "Load SF"=1
   Name=UDConS9(3/3)-NL   "Load Type"=Load   "Load Name"=EV_ABOVE   "Load SF"=1
 
TABLE:  "LOAD COMBINATION DEFINITIONS"
   Name=Soil1   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil1-NL   SF=1   GUID=551cdc9c-10e6-4612-8c03-37c0c430ba6c
   Name=Soil2   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil2-NL   SF=1   GUID=2e623cf7-5868-4e66-aeba-22f117c382d9
   Name=Soil3   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil3-NL   SF=1   GUID=97775ff2-895d-4f8f-9bd8-5fbb5f26cb31
   Name=Soil4   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil4-NL   SF=1   GUID=927de21d-bd2b-4566-a616-3e789e81bc52
   Name=Soil5   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil5-NL   SF=1   GUID=3a6b8658-e15c-4b59-bab6-52168872f730
   Name=Soil6(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil6(1/3)-NL   SF=1   GUID=bff3f77b-2a67-4884-9815-b28f6cf36da6
   Name=Soil6(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil6(2/3)-NL   SF=1   GUID=1e01e589-1c0a-40c8-bc7a-ddb3b6e89e30
   Name=Soil6(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil6(3/3)-NL   SF=1   GUID=119b9e76-c9ad-4e96-a918-3e46b061e185
   Name=Soil7(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil7(1/3)-NL   SF=1   GUID=d81ce66b-0ee8-4dbc-8569-a8c7b47ec535
   Name=Soil7(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil7(2/3)-NL   SF=1   GUID=9c7e9742-1b6f-488d-80c8-f887fdbbbef6
   Name=Soil7(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil7(3/3)-NL   SF=1   GUID=22df1e81-680e-48cf-b069-af43c7323aa4
   Name=Soil8(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil8(1/3)-NL   SF=1   GUID=10369107-e395-40b8-9497-c3112338e1df
   Name=Soil8(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil8(2/3)-NL   SF=1   GUID=93c387d2-38be-45a5-be60-407f3b07f989
   Name=Soil8(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil8(3/3)-NL   SF=1   GUID=478099ac-d6d2-4739-9ce5-ea73c1251f14
   Name=Soil9(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil9(1/3)-NL   SF=1   GUID=f755aec6-172d-4bea-93f8-f9e71fe550aa
   Name=Soil9(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil9(2/3)-NL   SF=1   GUID=c537a7dc-bc22-4877-a4c1-b76a04d8454a
   Name=Soil9(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil9(3/3)-NL   SF=1   GUID=ff5e30cb-336b-47e5-916d-64b0623da11a
   Name=Soil10(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil10(1/3)-NL   SF=1   GUID=e9a597a7-d991-4bfd-af6e-3f36f4957a57
   Name=Soil10(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil10(2/3)-NL   SF=1   GUID=4e3e19d5-1a6e-46f7-b79e-2e4961f1bcf4
   Name=Soil10(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil10(3/3)-NL   SF=1   GUID=27f4a07f-e8c8-44f1-b979-fc2b4b07567b
   Name=Soil11(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil11(1/3)-NL   SF=1   GUID=6bd0225b-e750-4c15-b971-236bab41961f
   Name=Soil11(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil11(2/3)-NL   SF=1   GUID=625b8a95-91b0-4d7e-ac31-5fa56e009569
   Name=Soil11(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil11(3/3)-NL   SF=1   GUID=a80478da-5ee0-4a14-ab08-b38dde14162b
   Name=Soil12(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil12(1/3)-NL   SF=1   GUID=7dc155e4-8b7d-4b30-9dc3-f33d4bff61c7
   Name=Soil12(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil12(2/3)-NL   SF=1   GUID=259402f5-dbe9-46db-baf1-d2658dcc7f5c
   Name=Soil12(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil12(3/3)-NL   SF=1   GUID=0ebe1ae5-592b-45f1-8f31-e638ee47789a
   Name=Soil13(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil13(1/3)-NL   SF=1   GUID=4aaaca55-0aa0-471b-8b88-edc05da79032
   Name=Soil13(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil13(2/3)-NL   SF=1   GUID=8a019d86-5ccc-46f4-9e64-21738b374352
   Name=Soil13(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil13(3/3)-NL   SF=1   GUID=599ed6ad-afeb-4ebe-aa56-9504c6e9ffe8
   Name=Soil14(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil14(1/3)-NL   SF=1   GUID=12c27412-8a62-4f53-af3f-4439e208a15c
   Name=Soil14(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil14(2/3)-NL   SF=1   GUID=7b04fadb-86ca-408c-afdc-145c6474e0a2
   Name=Soil14(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil14(3/3)-NL   SF=1   GUID=66163dde-9b1b-46ef-b5f3-989edb659340
   Name=Soil15(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil15(1/3)-NL   SF=1   GUID=26770991-eacd-4c51-98ee-9226af978b73
   Name=Soil15(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil15(2/3)-NL   SF=1   GUID=b3c44219-639a-4089-87ab-9e7a4d3bc8df
   Name=Soil15(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil15(3/3)-NL   SF=1   GUID=3eb5f653-6d5e-4261-a003-57160b586534
   Name=Soil16(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil16(1/3)-NL   SF=1   GUID=c70efae2-4491-4380-997c-609663c6ec67
   Name=Soil16(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil16(2/3)-NL   SF=1   GUID=3a3c71af-ecfd-4668-bf45-a1c33d284587
   Name=Soil16(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil16(3/3)-NL   SF=1   GUID=5f1266b2-23e8-4195-9d27-f447831c8f32
   Name=Soil17(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil17(1/3)-NL   SF=1   GUID=353734a6-cf04-4530-9051-c91726e3f990
   Name=Soil17(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil17(2/3)-NL   SF=1   GUID=f9f4ca8f-cc9c-4f43-8c96-94885f994fae
   Name=Soil17(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil17(3/3)-NL   SF=1   GUID=f3527726-477b-4c80-931c-a2b0a4ca58c6
   Name=Soil18(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil18(1/3)-NL   SF=1   GUID=22262448-2743-4485-ae90-774fe8eb8f36
   Name=Soil18(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil18(2/3)-NL   SF=1   GUID=14c75082-c8ea-47a6-81c1-2865b04ba96c
   Name=Soil18(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil18(3/3)-NL   SF=1   GUID=54b0aec7-9304-4d8f-8d67-7b47c97b5cfc
   Name=Soil19(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil19(1/3)-NL   SF=1   GUID=d2c940d4-2ccd-4483-8abc-925fa5bdbb86
   Name=Soil19(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil19(2/3)-NL   SF=1   GUID=9f93032c-1557-4121-b9f3-315dd7ed698a
   Name=Soil19(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil19(3/3)-NL   SF=1   GUID=a48403dc-ba25-4e40-866c-8a0cf18b87b4
   Name=Soil20(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil20(1/3)-NL   SF=1   GUID=2b322504-5bc0-45a2-ab97-2caf15517d57
   Name=Soil20(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil20(2/3)-NL   SF=1   GUID=ec4b2878-4a74-4cb8-b52d-de31ce34a42e
   Name=Soil20(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil20(3/3)-NL   SF=1   GUID=a80628f8-2667-4481-b4e7-9a120e21ef8e
   Name=Soil21(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil21(1/3)-NL   SF=1   GUID=5a47402d-6e18-4fcd-9efe-0810aab50e2a
   Name=Soil21(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil21(2/3)-NL   SF=1   GUID=a9a1ee1a-4356-4111-b9a8-454a7ee6773a
   Name=Soil21(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil21(3/3)-NL   SF=1   GUID=49b99cda-a1d1-4b11-ad38-95c6ed9a497e
   Name=Soil22(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil22(1/3)-NL   SF=1   GUID=eabd7413-b169-4b85-93ae-8b73fcdf9223
   Name=Soil22(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil22(2/3)-NL   SF=1   GUID=d178def9-70fc-460b-9a39-b92b49c42007
   Name=Soil22(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil22(3/3)-NL   SF=1   GUID=738c5c0b-9f90-4cef-bf94-877b1bac7210
   Name=Soil23(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil23(1/3)-NL   SF=1   GUID=1f0b0798-077a-4752-82b1-626d5ea5c5bb
   Name=Soil23(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil23(2/3)-NL   SF=1   GUID=a8970723-ab24-428d-8b42-1c4f61a015c9
   Name=Soil23(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil23(3/3)-NL   SF=1   GUID=f011c60e-94ca-40b3-9db7-a839c0eddb1c
   Name=Soil24(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil24(1/3)-NL   SF=1   GUID=77f2861a-30ac-4611-985c-5327f56f61b7
   Name=Soil24(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil24(2/3)-NL   SF=1   GUID=2882b9e1-a3d6-40ba-a027-f02a5fea1b6e
   Name=Soil24(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil24(3/3)-NL   SF=1   GUID=49063724-9452-46e1-b508-c33badcc743b
   Name=Soil25(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil25(1/3)-NL   SF=1   GUID=427bed48-158a-4bbe-930c-b9ee5469ebb7
   Name=Soil25(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil25(2/3)-NL   SF=1   GUID=f4dda76b-020b-4347-b981-6e71f0a9333e
   Name=Soil25(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil25(3/3)-NL   SF=1   GUID=12c4347f-b50b-43b4-862a-70470b03273e
   Name=Soil26(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil26(1/3)-NL   SF=1   GUID=33f759df-37c2-494c-aec6-e9c5018902a5
   Name=Soil26(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil26(2/3)-NL   SF=1   GUID=44de52d5-07e6-4c14-9b14-f11eda0ec9ab
   Name=Soil26(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil26(3/3)-NL   SF=1   GUID=e4a5c36d-5a81-449c-a984-4990f5a00157
   Name=Soil27(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil27(1/3)-NL   SF=1   GUID=95baf1b4-da5e-4344-b0e9-28a62b530d93
   Name=Soil27(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil27(2/3)-NL   SF=1   GUID=9ffb1e3c-6944-4345-afdf-0f4bc54c737d
   Name=Soil27(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=Soil27(3/3)-NL   SF=1   GUID=30a0f5bc-28cc-4d1a-8a9b-236930deb50c
   Name="Soil Gravity"   Type=Envelope   "Is Auto"=No   "Load Name"=Soil1   SF=1   GUID=ca1ae8f5-5b5f-4edb-875a-bde6f692d0c0
   Name="Soil Gravity"   "Load Name"=Soil2   SF=1
   Name="Soil Gravity"   "Load Name"=Soil3   SF=1
   Name="Soil Gravity"   "Load Name"=Soil4   SF=1
   Name="Soil Gravity"   "Load Name"=Soil5   SF=1
   Name="Soil Siesmic"   Type=Envelope   "Is Auto"=No   "Load Name"=Soil6(1/3)   SF=1   GUID=ba9d1456-d52e-40d0-becf-2119650d514f
   Name="Soil Siesmic"   "Load Name"=Soil6(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil6(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil7(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil7(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil7(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil8(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil8(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil8(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil9(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil9(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil9(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil10(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil10(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil10(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil11(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil11(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil11(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil12(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil11(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil11(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil12(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil12(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil12(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil13(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil14(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil14(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil14(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil15(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil15(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil15(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil16(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil16(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil16(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil17(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil17(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil17(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil18(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil18(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil18(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil19(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil19(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil19(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil20(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil20(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil20(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil21(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil21(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil21(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil22(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil22(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil22(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil23(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil23(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil23(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil24(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil24(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil24(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil25(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil25(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil25(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil26(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil26(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil26(3/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil27(1/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil27(2/3)   SF=1
   Name="Soil Siesmic"   "Load Name"=Soil27(3/3)   SF=1
   Name=UDConS1   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS1-NL   SF=1   GUID=f32ca4a7-5ddc-4507-8ed9-19171be67f7c   Notes=UDConS1
   Name=UDConS2   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS2-NL   SF=1   GUID=43522da8-9409-4263-9148-3640d953191e   Notes=UDConS2
   Name=UDConS3   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS3-NL   SF=1   GUID=59ea4e0f-30bf-48c2-80b5-f91c21542ca1   Notes=UDConS3
   Name=UDConS4   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS4-NL   SF=1   GUID=9f48d2cf-3616-4168-904f-6d8dc50c3716   Notes=UDConS4
   Name=UDConS5   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS5-NL   SF=1   GUID=a105be56-c327-42d0-ba5b-16cea4b1e544   Notes=UDConS5
   Name=UDConS6(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS6(1/3)-NL   SF=1   GUID=5153e302-b324-4aa3-bad0-31b2cb752aef   Notes=UDConS14
   Name=UDConS6(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS6(2/3)-NL   SF=1   GUID=7ec6fa25-049d-408e-92a2-0014a5e3a9ac   Notes=UDConS14
   Name=UDConS6(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS6(3/3)-NL   SF=1   GUID=f93cca88-3b1b-4589-b8e8-cb741c7979c4   Notes=UDConS14
   Name=UDConS7(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS7(1/3)-NL   SF=1   GUID=e93985a6-698f-4cbb-b2cb-4219360687e4   Notes=UDConS15
   Name=UDConS7(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS7(2/3)-NL   SF=1   GUID=81615836-54de-4df5-906e-d206089db86c   Notes=UDConS15
   Name=UDConS7(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS7(3/3)-NL   SF=1   GUID=b7772fe0-2714-4605-9c09-1823379c1475   Notes=UDConS15
   Name=UDConS8(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS8(1/3)-NL   SF=1   GUID=2561a39d-037c-4c4f-abb1-cbd9bb79800c   Notes=UDConS16
   Name=UDConS8(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS8(2/3)-NL   SF=1   GUID=773ac652-fd1e-4348-8d07-c3cfc2310011   Notes=UDConS16
   Name=UDConS8(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS8(3/3)-NL   SF=1   GUID=28026900-1b98-422c-835f-b07302a154fc   Notes=UDConS16
   Name=UDConS9(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS9(1/3)-NL   SF=1   GUID=65307ee5-861b-488d-b616-2e4c891b6fca   Notes=UDConS17
   Name=UDConS9(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS9(2/3)-NL   SF=1   GUID=766e9435-0909-4f59-8d29-991f24675c05   Notes=UDConS17
   Name=UDConS9(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS9(3/3)-NL   SF=1   GUID=c6d3b230-17fb-4a6d-a020-dd144e2a8743   Notes=UDConS17
   Name=UDConS10(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS10(1/3)-NL   SF=1   GUID=d3829f07-b962-448c-ab01-46514ab33e38   Notes=UDConS18
   Name=UDConS10(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS10(2/3)-NL   SF=1   GUID=146922eb-9947-4440-b1cc-2bceb3ef2c7b   Notes=UDConS18
   Name=UDConS10(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS10(3/3)-NL   SF=1   GUID=315feffa-7ed4-49f5-90ed-a9d138154eed   Notes=UDConS18
   Name=UDConS11(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS11(1/3)-NL   SF=1   GUID=c6510cad-f347-4897-bd40-d46f01ae3341   Notes=UDConS19
   Name=UDConS11(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS11(2/3)-NL   SF=1   GUID=33d6536e-7621-4d02-b858-a07fbc8d10d0   Notes=UDConS19
   Name=UDConS11(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS11(3/3)-NL   SF=1   GUID=183faab2-b39f-4c08-bb8e-f83981cb72fd   Notes=UDConS19
   Name=UDConS12(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS12(1/3)-NL   SF=1   GUID=11c30d0e-a24c-4750-a5b2-c04144c2604e   Notes=UDConS20
   Name=UDConS12(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS12(2/3)-NL   SF=1   GUID=26f73921-b331-4d0f-8a3d-ab6784858eaf   Notes=UDConS20
   Name=UDConS12(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS12(3/3)-NL   SF=1   GUID=830a3ac0-95d2-42dc-864a-e37bc0a7b7a9   Notes=UDConS20
   Name=UDConS13(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS13(1/3)-NL   SF=1   GUID=bbe51ebf-0cea-40ca-944c-4637569fa236   Notes=UDConS21
   Name=UDConS13(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS13(2/3)-NL   SF=1   GUID=fcbb0f83-1b9e-4b79-a538-c41e38a16bc2   Notes=UDConS21
   Name=UDConS13(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS13(3/3)-NL   SF=1   GUID=158dbcbf-be61-417f-b420-f008de0dc519   Notes=UDConS21
   Name=UDConS14(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS14(1/3)-NL   SF=1   GUID=8cb9ca07-bffd-4ca2-adf8-487a60a86d54   Notes=UDConS30
   Name=UDConS14(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS14(2/3)-NL   SF=1   GUID=b0c06c5b-c0ce-4c63-a267-4c7e5452c07d   Notes=UDConS30
   Name=UDConS14(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS14(3/3)-NL   SF=1   GUID=b6d6e83b-3948-4beb-be1f-a87358de4e74   Notes=UDConS30
   Name=UDConS15(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS15(1/3)-NL   SF=1   GUID=61874d2c-dc68-4ac3-b8c7-47f13858ffa5   Notes=UDConS31
   Name=UDConS15(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS15(2/3)-NL   SF=1   GUID=dadad439-dd85-494d-924e-8cadaf3d0d78   Notes=UDConS31
   Name=UDConS15(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS15(3/3)-NL   SF=1   GUID=bfa2c0ce-7ba0-431a-877d-243d1cec9c2c   Notes=UDConS31
   Name=UDConS16(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS16(1/3)-NL   SF=1   GUID=f0e2e21f-753c-40bc-a3fb-c6faa3beed8d   Notes=UDConS32
   Name=UDConS16(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS16(2/3)-NL   SF=1   GUID=c59c7c32-b5f8-46eb-acef-9ba56bba2423   Notes=UDConS32
   Name=UDConS16(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS16(3/3)-NL   SF=1   GUID=801d8932-ef02-40c9-b2b4-8db80fcf2505   Notes=UDConS32
   Name=UDConS17(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS17(1/3)-NL   SF=1   GUID=78715fd6-abd7-4229-965c-2ca7ed408263   Notes=UDConS33
   Name=UDConS17(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS17(2/3)-NL   SF=1   GUID=4d20cb03-b556-4b89-8b4b-e112d8e076f2   Notes=UDConS33
   Name=UDConS17(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS17(3/3)-NL   SF=1   GUID=4df5d81e-ddbf-4dfd-9a41-b445eef9cc1b   Notes=UDConS33
   Name=UDConS18(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS18(1/3)-NL   SF=1   GUID=ffc0a8a6-88aa-4a53-aa08-f2438cf48567   Notes=UDConS34
   Name=UDConS18(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS18(2/3)-NL   SF=1   GUID=9f40048c-6d61-4125-95c4-5c07c9135380   Notes=UDConS34
   Name=UDConS18(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS18(3/3)-NL   SF=1   GUID=4de31e3a-42b6-4d53-b8f7-f0873a7f149a   Notes=UDConS34
   Name=UDConS19(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS19(1/3)-NL   SF=1   GUID=89858970-4c2b-488a-8e84-1c2220ec1fc5   Notes=UDConS35
   Name=UDConS19(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS19(2/3)-NL   SF=1   GUID=125c0800-c5d8-4d8d-a942-da17d25baf1d   Notes=UDConS35
   Name=UDConS19(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS19(3/3)-NL   SF=1   GUID=11d4ac3f-3a2f-416b-93c3-09dc37b4ce8e   Notes=UDConS35
   Name=UDConS20(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS20(1/3)-NL   SF=1   GUID=62d053ff-16bf-491c-827d-0c6c2512151e   Notes=UDConS36
   Name=UDConS20(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS20(2/3)-NL   SF=1   GUID=45901800-97e9-4ff5-b281-d121ba41fb2f   Notes=UDConS36
   Name=UDConS20(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS20(3/3)-NL   SF=1   GUID=81f3528f-eac1-4382-a44a-bd7fbd9bce6b   Notes=UDConS36
   Name=UDConS21(1/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS21(1/3)-NL   SF=1   GUID=17258377-0eb7-4ff2-afba-94cf58b2d11b   Notes=UDConS37
   Name=UDConS21(2/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS21(2/3)-NL   SF=1   GUID=aa76e80f-1d8d-45c0-a757-b455fcf1a0a3   Notes=UDConS37
   Name=UDConS21(3/3)   Type="Linear Add"   "Is Auto"=No   "Load Name"=UDConS21(3/3)-NL   SF=1   GUID=fcc7e8f7-de20-4dd2-8180-8661f0c4cefc   Notes=UDConS37
 
TABLE:  "LOAD PATTERN DEFINITIONS"
   Name=~LLRF   "Is Auto Load"=No   Type=Other   "Self Weight Multiplier"=0   GUID=e79af3b3-8b36-481a-9eed-db4a451b85c5
   Name=Dead   "Is Auto Load"=No   Type=Dead   "Self Weight Multiplier"=1   GUID=a8b4e886-cf5a-4c69-b779-954305518bf3
   Name=Dead_ABOVE   "Is Auto Load"=No   Type=Dead   "Self Weight Multiplier"=0   GUID=f509c21e-3edc-40d7-99ab-884ee8f6208d
   Name=EV   "Is Auto Load"=No   Type=Other   "Self Weight Multiplier"=0   GUID=83371ff7-2250-41b2-a95c-fea09e7fc146
   Name=EV_ABOVE   "Is Auto Load"=No   Type=Other   "Self Weight Multiplier"=0   GUID=228596f1-3e85-43cc-8510-d101a8fe84cc
   Name=EX   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=b82ce9d0-daed-4ea5-98b5-5b8cc537fe18
   Name=EX_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=3e12e272-fe9d-4b36-b875-fbb35609ad95
   Name=EXALL-0.3EY(1/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=5a40bd7e-43e1-48ee-8078-bb2728049361
   Name=EXALL-0.3EY(2/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=f1cf05d3-5966-4a3a-ac9e-03fd01c715e9
   Name=EXALL-0.3EY(3/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=89e95d79-21a4-4c33-bd5e-0676384ddb16
   Name=EXALL(1/3)   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=eba2df00-4f0b-4aef-b0dd-4f7dd86d92b0
   Name=EXALL(1/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=f990faaf-8652-423a-9f9d-8f8d6c5ea793
   Name=EXALL(2/3)   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=b6759e1e-360f-4fbe-beae-3665747a0bca
   Name=EXALL(2/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=55d30725-21eb-42c8-9b56-e64ec8892dc2
   Name=EXALL(3/3)   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=8cc11b7c-33df-4be4-8a38-54696b41fb4a
   Name=EXALL(3/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=e346d994-319b-4d93-bc43-9c977a419813
   Name=EXALL+0.3EY(1/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=0a01d14e-c8db-4a79-8311-262fa4d939da
   Name=EXALL+0.3EY(2/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=2c134084-5edd-463c-8349-8e8decb373bb
   Name=EXALL+0.3EY(3/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=a72e4fcb-4ccb-4821-88a6-6a807f612de4
   Name=EY   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=662576f7-95f7-4cf9-ac62-1d0a4237bee7
   Name=EY_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=b4703352-7706-4d69-ab34-6317720dbf8b
   Name=EYALL-0.3EX(1/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=af9ed2bd-11a3-48bd-8aad-54d2250467a3
   Name=EYALL-0.3EX(2/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=9267768d-4f49-4645-bebc-b0bb887ce7e0
   Name=EYALL-0.3EX(3/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=da362993-a630-4465-bb3d-5c4fdaf7a045
   Name=EYALL(1/3)   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=d6307e38-4d71-44eb-8ecb-bbc629df4dc8
   Name=EYALL(1/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=98430ab0-dfbf-4ab6-bf63-713b52bc9292
   Name=EYALL(2/3)   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=ddbb1270-96d0-4cd1-8c9b-4ca1249e74f4
   Name=EYALL(2/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=ef33b0e3-366c-42ac-a4e9-a4975a2f8cd0
   Name=EYALL(3/3)   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=655617b4-6338-4b84-adb6-bb5a445ae1cc
   Name=EYALL(3/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=7ac67cf6-3ce5-4034-92bf-c4b6196d73cb
   Name=EYALL+0.3EX(1/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=456c4a3a-35a3-454f-aa2a-f17e0e01606d
   Name=EYALL+0.3EX(2/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=f1100659-4573-4fce-979a-cb485f77e2b4
   Name=EYALL+0.3EX(3/3)_ABOVE   "Is Auto Load"=No   Type=Seismic   "Self Weight Multiplier"=0   GUID=ecd5145e-23c1-49c1-b348-81de2accbfa0
   Name=Live   "Is Auto Load"=No   Type=Live   "Self Weight Multiplier"=0   GUID=faccdf53-b415-4ade-90f4-c9acbfe1518c
   Name=Live_ABOVE   "Is Auto Load"=No   Type=Live   "Self Weight Multiplier"=0   GUID=43bd758f-dcaf-40b7-a88b-c1282fc058d5
   Name=Live(0.5)   "Is Auto Load"=No   Type=Live   "Self Weight Multiplier"=0   GUID=4cb9e1f8-fc92-43ee-99c1-6e91df1989f4
   Name=Live(0.5)_ABOVE   "Is Auto Load"=No   Type=Live   "Self Weight Multiplier"=0   GUID=627ef35c-5d2b-4b4d-9ffe-949d22d6556e
   Name=Live(Red)   "Is Auto Load"=No   Type="Reducible Live"   "Self Weight Multiplier"=0   GUID=ddb669cb-0856-49b5-9287-99a55e9c844f
   Name=Live(Red)_ABOVE   "Is Auto Load"=No   Type="Reducible Live"   "Self Weight Multiplier"=0   GUID=6b549004-8916-4d58-8b35-eef2e287e15c
   Name="Roof Live"   "Is Auto Load"=No   Type=Live   "Self Weight Multiplier"=0   GUID=8336c0ea-4c24-480a-9756-2ea49d7ddf23
   Name="Roof Live_ABOVE"   "Is Auto Load"=No   Type=Live   "Self Weight Multiplier"=0   GUID=3ba3dfe3-70ad-4704-bc30-d498e25c607a
   Name=Snow   "Is Auto Load"=No   Type=Snow   "Self Weight Multiplier"=0   GUID=e4861510-3e9e-4726-8cc7-1f8cd0cbd49f
   Name=Snow_ABOVE   "Is Auto Load"=No   Type=Snow   "Self Weight Multiplier"=0   GUID=6de753be-3141-478f-8438-faeef7eb430e
 
TABLE:  "MASS SOURCE DEFINITION"
   Name=MsSrc1   "Is Default"=Yes   "Include Lateral Mass?"=No   "Include Vertical Mass?"=Yes   "Lump Mass?"=Yes   "Source Self Mass?"=Yes   "Source Added Mass?"=Yes   "Source Load Patterns?"=No   "Move Mass Centroid?"=No   GUID=bc396d4f-cd3c-47c3-b8cb-2074253c0cb8
 
TABLE:  "MATERIAL PROPERTIES - BASIC MECHANICAL PROPERTIES"
   Material=A416MGr186   DensityType=Mass   UnitWeight=7.69728639422648E-05   UnitMass=7.849047379959922E-09   E1=196500.59985119975   A1=1.1699999999999998E-05
   Material=A992Fy50   DensityType=Weight   UnitWeight=7.697286394226484E-05   UnitMass=7.849047379959925E-09   E1=199947.97879595764   G12=76903.06876767601   U12=0.3   A1=1.1699999999999998E-05
   Material=AII   DensityType=Mass   UnitWeight=7.698220406691119E-05   UnitMass=7.85E-09   E1=196133.00399213046   A1=1.1699999999999998E-05
   Material=AIII   DensityType=Mass   UnitWeight=7.698220406691119E-05   UnitMass=7.85E-09   E1=196133.00399213046   A1=1.1699999999999998E-05
   Material=C25   DensityType=Mass   UnitWeight=2.4516625499016305E-05   UnitMass=2.5000000000000005E-09   E1=23500.000473438715   G12=9791.666863932798   U12=0.2   A1=9.9E-06
 
TABLE:  "MATERIAL PROPERTIES - CONCRETE DATA"
   Material=C25   Fc=24.516625499016307   LtWtConc=No   IsUserFr=No   SSCurveOpt=Simple   SSHysType=Kinematic   SFc=0.0022499455228061093   SCap=0.005   FinalSlope=-0.1   FAngle=0   DAngle=0
 
TABLE:  "MATERIAL PROPERTIES - GENERAL"
   Material=A416MGr186   Type=Tendon   SymType=Uniaxial   Grade=Unknown   Color=Magenta   GUID=efbf63e5-f67f-49c8-8968-dbffe01ee35d   Notes="ASTM A416 Metric Grade 186 added 1/20/2026 12:55:34 PM"
   Material=A992Fy50   Type=Steel   SymType=Isotropic   Grade="Grade 50"   Color=Magenta   GUID=c2856c13-ec4c-4457-9ceb-96974d17ea63
   Material=AII   Type=Rebar   SymType=Uniaxial   Grade=Unknown   Color=Cyan   GUID=ba3643c4-3942-4987-a563-85944550e8c1   Notes="CSA-G30.18 Grade 400 added 1/20/2026 12:55:34 PM"
   Material=AIII   Type=Rebar   SymType=Uniaxial   Grade=Unknown   Color=Cyan   GUID=f5777679-804d-4bdd-8d7f-5181112eab1e   Notes="CSA-G30.18 Grade 400 added 1/20/2026 12:55:34 PM"
   Material=C25   Type=Concrete   SymType=Isotropic   Grade=Unknown   Color=Blue   GUID=751868b7-ca1c-4586-b919-b14a02b2a6b6   Notes="Normalweight C30 added 1/20/2026 12:55:34 PM"
 
TABLE:  "MATERIAL PROPERTIES - REBAR DATA"
   Material=AII   Fy=333.42610678662174   Fu=490.3325099803261   Fye=416.7826334832772   Fue=612.9156374754076   SSCurveOpt=Simple   SSHysType=Kinematic   SHard=0.015   SCap=0.1   FinalSlope=-0.1
   Material=AIII   Fy=392.2660079842609   Fu=588.3990119763913   Fye=490.3325099803261   Fue=735.4987649704891   SSCurveOpt=Simple   SSHysType=Kinematic   SHard=0.015   SCap=0.1   FinalSlope=-0.1
 
TABLE:  "MATERIAL PROPERTIES - STEEL DATA"
   Material=A992Fy50   Fy=344.737894475789   Fu=448.15926281852575   Fye=379.2116839233679   Fue=492.9751891003783   SSCurveOpt=Simple   SSHysType=Kinematic   SHard=0.015   SMax=0.11   SRup=0.17   FinalSlope=-0.1
 
TABLE:  "MATERIAL PROPERTIES - TENDON DATA"
   Material=A416MGr186   Fy=1690   Fu=1860.0000000000002   SSCurveOpt="270 ksi"   SSHysType=Kinematic   FinalSlope=-0.1
 
TABLE:  "MISCELLANEOUS OPTIONS"
   "Start Page"=Yes   "Value at Cursor"=Yes   "Frame Info"=Yes   "Bounding Plane"=No   "Architectural Dimensioning"=No   "Moments on Tension Side"=Yes   "Animation Sound"=Yes   "Auto Save"=No   Crosshairs=No   "Model Explorer"=Yes
 
TABLE:  "NULL AREA OBJECT CONNECTIVITY"
   "Unique Name"=19   UniquePt1=2   UniquePt2=3   UniquePt3=7   UniquePt4=4   GUID=0d4a7914-df8c-49e9-9851-af8912d1c4cb
 
TABLE:  "OPTIONS - COLORS - DISPLAY"
   "Device Type"=Screen   ColorColumns=10507331   ColorBeams=10507331   ColorBraces=10507331   ColorLinks=10507331   ColorSprings=Black   ColorTendons=DarkCyan   ColorSlabPanels=Green   ColorWalls=Red   ColorFloors=Gray4 _
        ColorNullObjects=Gray8Dark   ColorOpenings=Black   ColorColStripA=Red   ColorColStripB=Blue   ColorMidStripA=Yellow   ColorMidStripB=Cyan   ColorStripEdge=16744703   ColorOtherStripFill=Green   ColorSupportLines=13816320 _
        ColorDimLines=10461087   ColorText=2105376   ColorGridLines=Gray6   ColorBackground=White   ColorUserMeshEdge=5065984   ColorStlDesign=DarkCyan   ColorCompDesign=Cyan   ColorConcDesign=4227327   ColorNoDesign=4227327 _
        TransColumns=0.5   TransBeams=0.5   TransBraces=0.5   TransFloors=0.5   TransWalls=0.4   TransLinks=0.5   Darkness=0.3
   "Device Type"=Printer   ColorColumns=Black   ColorBeams=Black   ColorBraces=Black   ColorLinks=Gray8Dark   ColorSprings=Gray8Dark   ColorTendons=Black   ColorSlabPanels=Green   ColorWalls=Gray4   ColorFloors=Gray4 _
        ColorNullObjects=Gray4   ColorOpenings=Gray8Dark   ColorColStripA=Black   ColorColStripB=Black   ColorMidStripA=Black   ColorMidStripB=Black   ColorStripEdge=Black   ColorOtherStripFill=Black   ColorSupportLines=Black _
        ColorDimLines=Gray4   ColorText=Black   ColorGridLines=Gray4   ColorBackground=White   ColorUserMeshEdge=Gray4   ColorStlDesign=Black   ColorCompDesign=Gray4   ColorConcDesign=Gray8Dark   ColorNoDesign=Gray4   TransColumns=0.5 _
        TransBeams=0.5   TransBraces=0.5   TransFloors=0.5   TransWalls=0.4   TransLinks=0.5   Darkness=0.5
   "Device Type"="Color Printer"   ColorColumns=Blue   ColorBeams=Blue   ColorBraces=Blue   ColorLinks=10516060   ColorSprings=DarkCyan   ColorTendons=DarkCyan   ColorSlabPanels=Green   ColorWalls=14865869   ColorFloors=Gray4 _
        ColorNullObjects=Gray8Dark   ColorOpenings=Black   ColorColStripA=DarkCyan   ColorColStripB=DarkCyan   ColorMidStripA=DarkCyan   ColorMidStripB=DarkCyan   ColorStripEdge=DarkCyan   ColorOtherStripFill=DarkCyan _
        ColorSupportLines=DarkCyan   ColorDimLines=10461087   ColorText=Black   ColorGridLines=Gray8Dark   ColorBackground=White   ColorUserMeshEdge=5065984   ColorStlDesign=DarkCyan   ColorCompDesign=Cyan   ColorConcDesign=4227327 _
        ColorNoDesign=4227327   TransColumns=0.5   TransBeams=0.5   TransBraces=0.5   TransFloors=0.5   TransWalls=0.4   TransLinks=0.5   Darkness=0.3
 
TABLE:  "OPTIONS - COLORS - OUTPUT"
   "Device Type"="Screen Classic"   Contour1=13107400   Contour2=6553828   Contour3=Red   Contour4=16639   Contour5=Orange   Contour6=43775   Contour7=54527   Contour8=Yellow   Contour9=65408   Contour10=Green   Contour11=8453888 _
        Contour12=Cyan   Contour13=16755200   Contour14=16733440   Contour15=Blue   TransContours=0   Ratio1=Cyan   Ratio2=Green   Ratio3=Yellow   Ratio4=Magenta   Ratio5=Red   RatioNotD=Gray4   RatioVal1=0.5   RatioVal2=0.7   RatioVal3=0.9 _
        RatioVal4=1   HState1=Gray2   HState2=Green   HState3=Yellow   HState4=Cyan   HState5=Blue   HStatus1=Gray2   HStatus2=Green   HStatus3=Cyan   HStatus4=Red   DFillPos=Yellow   DFillNeg=Red   DFillRange=Blue   TransDiag=0.2
   "Device Type"="Screen GrayScale"   Contour1=Black   Contour2=3158064   Contour3=4210752   Contour4=5263440   Contour5=6316128   Contour6=7368816   Contour7=Gray8Dark   Contour8=Gray7   Contour9=Gray6   Contour10=Gray5   Contour11=Gray4 _
        Contour12=Gray3   Contour13=Gray2   Contour14=Gray1Light   Contour15=White   TransContours=0   Ratio1=Gray2   Ratio2=Gray4   Ratio3=Gray8Dark   Ratio4=4210752   Ratio5=Black   RatioNotD=Gray4   RatioVal1=0.5   RatioVal2=0.7 _
        RatioVal3=0.9   RatioVal4=1   HState1=Gray3   HState2=Gray5   HState3=Gray7   HState4=7368816   HState5=5263440   HStatus1=Gray2   HStatus2=Gray4   HStatus3=Gray8Dark   HStatus4=4210752   DFillPos=Gray8Dark   DFillNeg=Gray8Dark _
        DFillRange=4210752   TransDiag=0.2
   "Device Type"=Printer   Contour1=Black   Contour2=3158064   Contour3=4210752   Contour4=5263440   Contour5=6316128   Contour6=7368816   Contour7=Gray8Dark   Contour8=Gray7   Contour9=Gray6   Contour10=Gray5   Contour11=Gray4 _
        Contour12=Gray3   Contour13=Gray2   Contour14=Gray1Light   Contour15=White   TransContours=0   Ratio1=Gray2   Ratio2=Gray4   Ratio3=Gray8Dark   Ratio4=4210752   Ratio5=Black   RatioNotD=Gray4   RatioVal1=0.5   RatioVal2=0.7 _
        RatioVal3=0.9   RatioVal4=1   HState1=Gray3   HState2=Gray5   HState3=Gray7   HState4=7368816   HState5=5263440   HStatus1=Gray2   HStatus2=Gray4   HStatus3=Gray8Dark   HStatus4=4210752   DFillPos=Gray8Dark   DFillNeg=Gray8Dark _
        DFillRange=4210752   TransDiag=0.2
   "Device Type"="Color Printer"   Contour1=13107400   Contour2=6553828   Contour3=Red   Contour4=16639   Contour5=Orange   Contour6=43775   Contour7=54527   Contour8=Yellow   Contour9=65408   Contour10=Green   Contour11=8453888 _
        Contour12=Cyan   Contour13=16755200   Contour14=16733440   Contour15=Blue   TransContours=0   Ratio1=Cyan   Ratio2=Green   Ratio3=Yellow   Ratio4=Magenta   Ratio5=Red   RatioNotD=Gray4   RatioVal1=0.5   RatioVal2=0.7   RatioVal3=0.9 _
        RatioVal4=1   HState1=Gray2   HState2=Green   HState3=Yellow   HState4=Cyan   HState5=Blue   HStatus1=Gray2   HStatus2=Green   HStatus3=Cyan   HStatus4=Red   DFillPos=Yellow   DFillNeg=Red   DFillRange=Blue   TransDiag=0.2
 
TABLE:  "POINT OBJECT CONNECTIVITY"
   UniqueName=9   "Is Auto Point"=No   IsSpecial=Yes   X=0   Y=14650   Z=0   GUID=726b0338-d303-4e6e-9e10-0e72a28ebd93
   UniqueName=18   "Is Auto Point"=No   IsSpecial=Yes   X=0   Y=10480   Z=0   GUID=0cbcba1a-8300-4ce6-a1ce-cd6a7f1e2c53
   UniqueName=27   "Is Auto Point"=No   IsSpecial=Yes   X=0   Y=4230   Z=0   GUID=3f63a9b1-86f2-4e71-a621-a957c91a422c
   UniqueName=36   "Is Auto Point"=No   IsSpecial=Yes   X=0   Y=0   Z=0   GUID=697b8707-2567-4862-9ab1-054378460bd9
   UniqueName=45   "Is Auto Point"=No   IsSpecial=Yes   X=3310   Y=14650   Z=0   GUID=2dbc2a44-d980-40f5-92c9-f40b97d7567e
   UniqueName=54   "Is Auto Point"=No   IsSpecial=Yes   X=3310   Y=10480   Z=0   GUID=5e47a75b-65f1-438f-ad3e-a0ad47b2b680
   UniqueName=63   "Is Auto Point"=No   IsSpecial=Yes   X=3310   Y=4230   Z=0   GUID=39b5b1e3-d49f-4f91-891a-7550680177dd
   UniqueName=72   "Is Auto Point"=No   IsSpecial=Yes   X=3310   Y=0   Z=0   GUID=64511bdc-affe-4bb6-ab57-080ca19ac96c
   UniqueName=81   "Is Auto Point"=No   IsSpecial=Yes   X=13250   Y=14650   Z=0   GUID=45e5902e-9637-48b3-84d8-44309585915b
   UniqueName=90   "Is Auto Point"=No   IsSpecial=Yes   X=13250   Y=10480   Z=0   GUID=15dc016f-959a-438f-81fd-90e7bb53560d
   UniqueName=99   "Is Auto Point"=No   IsSpecial=Yes   X=13250   Y=4230   Z=0   GUID=d5a1ba5b-c074-4bc9-8654-42788b3d8136
   UniqueName=108   "Is Auto Point"=No   IsSpecial=Yes   X=13250   Y=0   Z=0   GUID=9eaa7714-e24e-4f0d-b0d2-e80cccff84f1
   UniqueName=118   "Is Auto Point"=No   IsSpecial=Yes   X=9100   Y=14650   Z=0   GUID=84eaf2de-c493-46e7-91a3-54a9ce116c70
   UniqueName=120   "Is Auto Point"=No   IsSpecial=Yes   X=9100   Y=10480   Z=0   GUID=83e93aea-08c5-4a42-9d55-a6d31158f997
   UniqueName=122   "Is Auto Point"=No   IsSpecial=Yes   X=9100   Y=4230   Z=0   GUID=35fdea4e-1a9e-4da0-b4bb-0275fdfa69cb
   UniqueName=124   "Is Auto Point"=No   IsSpecial=Yes   X=9100   Y=0   Z=0   GUID=1d9c9fa8-09a1-413f-a1eb-933252851cc3
   UniqueName=5   "Is Auto Point"=No   IsSpecial=No   X=-375   Y=15025   Z=0   GUID=40ba9fe3-a3d4-4fab-bfc6-307837b282e3
   UniqueName=6   "Is Auto Point"=No   IsSpecial=No   X=13625   Y=15025   Z=0   GUID=44d4a158-b632-4407-8550-6f2a056bf873
   UniqueName=10   "Is Auto Point"=No   IsSpecial=No   X=13625   Y=-375   Z=0   GUID=a0fda733-d149-4062-892c-5375ec861ca6
   UniqueName=11   "Is Auto Point"=No   IsSpecial=No   X=-375   Y=-375   Z=0   GUID=4e03ac60-9501-4f38-a8fb-94e45601e778
   UniqueName=95   "Is Auto Point"=No   IsSpecial=No   X=-375   Y=0   Z=0   GUID=ad7284e7-6c5a-4d9b-90f8-7afab306991d
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   UniqueName=97   "Is Auto Point"=No   IsSpecial=No   X=-375   Y=4230   Z=0   GUID=3c87c338-efbd-411c-b77f-e75cbd2591f8
   UniqueName=98   "Is Auto Point"=No   IsSpecial=No   X=13625   Y=4230   Z=0   GUID=03fb35c1-de45-4db3-b8ae-95639648a5bd
   UniqueName=100   "Is Auto Point"=No   IsSpecial=No   X=-375   Y=10480   Z=0   GUID=18a36727-6e54-4aad-89ba-2b5d889105da
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   UniqueName=103   "Is Auto Point"=No   IsSpecial=No   X=13625   Y=14650   Z=0   GUID=a50e3e84-f58b-45e7-b083-eef3812049e5
   UniqueName=104   "Is Auto Point"=No   IsSpecial=No   X=0   Y=-375   Z=0   GUID=e2ec0391-05e6-4888-8e30-bf53970ca56c
   UniqueName=105   "Is Auto Point"=No   IsSpecial=No   X=0   Y=15025   Z=0   GUID=b3b83034-0da3-44b0-8e87-3b54e21509d5
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   UniqueName=112   "Is Auto Point"=No   IsSpecial=No   X=9100   Y=15025   Z=0   GUID=c845c0f2-74d3-4f55-93e1-42f1dd073073
   UniqueName=113   "Is Auto Point"=No   IsSpecial=No   X=13250   Y=-375   Z=0   GUID=51b047ce-38bf-4d3d-8a0e-0cf30f36341f
   UniqueName=114   "Is Auto Point"=No   IsSpecial=No   X=13250   Y=15025   Z=0   GUID=aed39f8a-ba16-48b8-8810-acbf133de8d4
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   UniqueName=17   "Is Auto Point"=No   IsSpecial=No   X=13025   Y=14425   Z=0   GUID=6b1b4676-6f52-4e2b-a1a4-436152692d37
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   UniqueName=59   "Is Auto Point"=No   IsSpecial=No   X=-306.6   Y=9948.4   Z=0   GUID=b6d453e5-d47d-4adb-b890-b3c923f264c8
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   UniqueName=115   "Is Auto Point"=No   IsSpecial=No   X=756.6   Y=756.6   Z=0   GUID=0593d8a0-7a5c-44e2-9f9f-a7a6dbf104d6
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   UniqueName=1   "Is Auto Point"=No   IsSpecial=No   X=225   Y=14425   Z=-5000   GUID=5281682c-b81d-468e-8515-2ff8aacbb974
   UniqueName=12   "Is Auto Point"=No   IsSpecial=No   X=3310   Y=14425   Z=-5000   GUID=2342aa3d-99ee-48bf-aca3-5bb7799f5aae
   UniqueName=14   "Is Auto Point"=No   IsSpecial=No   X=9100   Y=14425   Z=-5000   GUID=d66fd39e-d8ba-462a-940c-7521300076f5
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   UniqueName=19   "Is Auto Point"=No   IsSpecial=No   X=225   Y=10480   Z=-5000   GUID=498aa123-e086-4bad-9d95-eae6fa066af7
   UniqueName=23   "Is Auto Point"=No   IsSpecial=No   X=13025   Y=10480   Z=-5000   GUID=6aea1855-b2a1-496c-8af9-df8f4291bd75
   UniqueName=25   "Is Auto Point"=No   IsSpecial=No   X=225   Y=4230   Z=-5000   GUID=46d0f2d5-76a9-4ee2-83bc-7f43a5985ad2
   UniqueName=30   "Is Auto Point"=No   IsSpecial=No   X=13025   Y=4230   Z=-5000   GUID=8d4c4a97-2473-42a7-b645-59babd5ce427
   UniqueName=32   "Is Auto Point"=No   IsSpecial=No   X=225   Y=225   Z=-5000   GUID=7491b903-956b-4f22-aa05-71feda5e9709
   UniqueName=34   "Is Auto Point"=No   IsSpecial=No   X=3310   Y=225   Z=-5000   GUID=5f716ccf-fa40-406b-a656-224d640b27bf
   UniqueName=37   "Is Auto Point"=No   IsSpecial=No   X=9100   Y=225   Z=-5000   GUID=f3c459da-22b1-420f-8f4d-c5c0036fc5db
   UniqueName=39   "Is Auto Point"=No   IsSpecial=No   X=13025   Y=225   Z=-5000   GUID=f2c2de27-01e3-4bda-932f-f69f143f6fa5
 
TABLE:  "PREFERENCES - GRAPHICS"
   MaxFontSize=8   MinFontSize=3   MinSLineThick=1   MinPLineThick=4   AntiAliasing?=Yes   ConstantLineThick?=Yes   ShadingWithinElement?=No   AutoZoomStep=10   ShrinkFactor=70
 
TABLE:  "PREFERENCES - TOLERANCE"
   MergeTol=2.5   MaxInclVertCol=1   MaxInclHorzBmFlr=20
 
TABLE:  "PROGRAM CONTROL"
   ProgramName=SAFE   Version=22.1.0   CurrUnits="N, mm, C"   CompBmCode="AISC 360-16"   ConcFrmCode="ACI 318-19"   ConcSlbCode="ACI 318-19"
 
TABLE:  "PROJECT INFORMATION"
   "Project Name"="Main File"   "Model Name"="Safe File"
 
TABLE:  "REINFORCING BAR SIZES"
   Name=6   Diameter=5.999999999999999   Area=28.299999237060547   GUID=78470574-83d6-42fc-8978-a3d84132bfb9
   Name=8   Diameter=8   Area=50.29999923706055   GUID=aaa7ff8a-74fe-4fb4-9ec9-cea4d7b096ce
   Name=10   Diameter=10   Area=78.5   GUID=f6d39cf8-a3b6-4bf7-8642-1363cfe283fd
   Name=12   Diameter=11.999999999999998   Area=113.0999984741211   GUID=7458a3be-1fbd-4697-a696-563987ffc6ec
   Name=14   Diameter=14   Area=153.89999389648438   GUID=723f2c1e-f549-430f-8f21-6ed43c774aee
   Name=16   Diameter=16   Area=201.10000610351562   GUID=68fa2408-f8ee-4973-a22c-3cbf63607339
   Name=18   Diameter=18   Area=254.5   GUID=0675e180-6601-4b77-a639-97f10a1f41b1
   Name=20   Diameter=20   Area=314.20001220703125   GUID=384061b4-93d9-49cf-bc30-2cb755a7b389
   Name=22   Diameter=22   Area=380.1000061035156   GUID=3213f07a-ee20-468e-86f7-011fd27ba993
   Name=25   Diameter=25   Area=490.8999938964844   GUID=cd100e86-a3b4-429d-98e8-b49fd0a6a126
   Name=26   Diameter=26   Area=530.9000244140625   GUID=07acf5d4-82b6-4751-a382-3798443eaa59
   Name=28   Diameter=28   Area=615.7999877929688   GUID=e8d3eea7-5abc-47d6-b775-816b9c725981
   Name=32   Diameter=32   Area=804.2000122070312   GUID=4b7570cf-74e7-4fcc-9a44-9ad5286733c0
   Name=36   Diameter=36   Area=1017.9000244140625   GUID=2e18f2c4-e90d-4647-a80b-4d0b8c064533
   Name=40   Diameter=40   Area=1256.5999755859375   GUID=7ea3e8a5-6398-4ddf-b060-35fb7424b0cb
   Name=50   Diameter=50   Area=1963.5   GUID=783c53ae-ae9c-40fe-8ac4-358a3d163a62
 
TABLE:  "SLAB PROPERTY DEFINITIONS"
   Name=M85   "Modeling Type"=Shell-Thick   "Property Type"=Mat   Material=C25   "Slab Thickness"=850   "Notional Size Type"=User   "Notional User Size"=100   "f11 Modifier"=1   "f22 Modifier"=1   "f12 Modifier"=1   "m11 Modifier"=1 _
        "m22 Modifier"=1   "m12 Modifier"=1   "v13 Modifier"=1   "v23 Modifier"=1   "Mass Modifier"=1   "Weight Modifier"=1   Color=Blue   GUID=c75e759a-f196-43bd-969a-5abea153dcda   Orthotropic?=No
   Name=Stiff   "Modeling Type"=Shell-Thick   "Property Type"=Stiff   Material=C25   "Slab Thickness"=850   "Notional Size Type"=User   "Notional User Size"=100   "f11 Modifier"=1   "f22 Modifier"=1   "f12 Modifier"=1   "m11 Modifier"=100 _
        "m22 Modifier"=100   "m12 Modifier"=100   "v13 Modifier"=1   "v23 Modifier"=1   "Mass Modifier"=0   "Weight Modifier"=0   Color=Gray8Dark   GUID=83a8eb11-e67f-4e18-be58-980ba48c6ef4   Orthotropic?=No
   Name="Stiff Pile"   "Modeling Type"=Shell-Thin   "Property Type"=Stiff   Material=C25   "Slab Thickness"=5000   "Notional Size Type"=Auto   "Notional Auto Factor"=1   "f11 Modifier"=1   "f22 Modifier"=1   "f12 Modifier"=1 _
        "m11 Modifier"=100   "m22 Modifier"=100   "m12 Modifier"=100   "v13 Modifier"=1   "v23 Modifier"=1   "Mass Modifier"=0   "Weight Modifier"=0   Color=Cyan   GUID=cef3077a-145c-4e11-9057-c3c25a8f46bf   Orthotropic?=No
 
TABLE:  "SPRING PROPERTY DEFINITIONS - AREA SPRINGS"
   Name=KS   "Subgrade Modulus"=0.0029419950598819564   "Nonlinear Option"="Compression Only"   Color=Cyan   GUID=eaa77edf-264a-4abf-b0f3-3d81ad744eb0
 
TABLE:  "SPRING PROPERTY DEFINITIONS - LINE SPRINGS"
   Name=LSPR1   "Vertical Stffness"=1   "Rotational Stffness"=1   "Nonlinear Option"="None (Linear)"   Color=Yellow   GUID=126aa7aa-15bc-4011-bee6-dd9b2075e6a1
 
TABLE:  "SPRING PROPERTY DEFINITIONS - POINT SPRINGS"
   Name=Pile   "Stiffness UX"=56581.919989179725   "Stiffness UY"=56581.919989179725   "Stiffness UZ"=113163.83997835945   "Stiffness RX"=0   "Stiffness RY"=0   "Stiffness RZ"=0   "Nonlinear Option"="Compression Only"   Color=Blue   GUID=9068833d-0f5c-43da-a40d-67c66a6e7b34
 
TABLE:  "STRIP OBJECT CONNECTIVITY"
   Name=CSA5   "Strip Start Point"=95   "Segment End Point"=96   "Start Width Left"=2115   "Start Width Right"=375   "End Width Left"=2115   "End Width Right"=375   "Auto Widen"=Yes   Layer=A   GUID=ffac00cb-929d-41d0-9944-3b762732cf07
   Name=CSA6   "Strip Start Point"=97   "Segment End Point"=98   "Start Width Left"=3125   "Start Width Right"=2115   "End Width Left"=3125   "End Width Right"=2115   "Auto Widen"=Yes   Layer=A   GUID=d2d3249d-d943-430a-9ab6-3518c649767c
   Name=CSA7   "Strip Start Point"=100   "Segment End Point"=101   "Start Width Left"=2085   "Start Width Right"=3125   "End Width Left"=2085   "End Width Right"=3125   "Auto Widen"=Yes   Layer=A   GUID=6021f9db-cffa-46a8-9298-804daac91bae
   Name=CSA8   "Strip Start Point"=102   "Segment End Point"=103   "Start Width Left"=375   "Start Width Right"=2085   "End Width Left"=375   "End Width Right"=2085   "Auto Widen"=Yes   Layer=A   GUID=0049d8d7-e289-4ecf-95e2-e1c75cf85a6e
   Name=CSB5   "Strip Start Point"=104   "Segment End Point"=105   "Start Width Left"=375   "Start Width Right"=1655   "End Width Left"=375   "End Width Right"=1655   "Auto Widen"=Yes   Layer=B   GUID=60e0ec1b-25f0-4f87-8f60-c25c13a20f74
   Name=CSB6   "Strip Start Point"=106   "Segment End Point"=107   "Start Width Left"=1655   "Start Width Right"=2895   "End Width Left"=1655   "End Width Right"=2895   "Auto Widen"=Yes   Layer=B   GUID=ce973644-6cff-41ab-92c5-cef60c477796
   Name=CSB7   "Strip Start Point"=111   "Segment End Point"=112   "Start Width Left"=2895   "Start Width Right"=2075   "End Width Left"=2895   "End Width Right"=2075   "Auto Widen"=Yes   Layer=B   GUID=b209f118-3b5b-42bd-bb55-2824f6223220
   Name=CSB8   "Strip Start Point"=113   "Segment End Point"=114   "Start Width Left"=2075   "Start Width Right"=375   "End Width Left"=2075   "End Width Right"=375   "Auto Widen"=Yes   Layer=B   GUID=ac01d20c-09e0-4fa6-af36-cf4ffabbf981
 
TABLE:  "TENDON SECTION PROPERTIES"
   Name=Tendon1   Material=A416MGr186   StrandArea=98.70948   Color=Cyan   GUID=8574f392-3d16-46c7-bd34-e121d974c7ef
 
TABLE:  "WALL PROPERTY DEFINITIONS - SPECIFIED"
   Name=WALL1   "Modeling Type"=Shell-Thick   Material=C25   "Wall Thickness"=300   "Include Auto Rigid Zone?"=No   "Notional Size Type"=User   "Notional User Size"=100   "f11 Modifier"=1   "f22 Modifier"=1   "f12 Modifier"=1 _
        "m11 Modifier"=1   "m22 Modifier"=1   "m12 Modifier"=1   "v13 Modifier"=1   "v23 Modifier"=1   "Mass Modifier"=1   "Weight Modifier"=1   Color=Magenta   GUID=76f26bbe-7dc8-499a-adfb-ef5513c914c5
 
END TABLE DATA
