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DESCRIPTION
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Active Degrees of Freedom
Analysis Options
Area Added Mass Assignments
Area Auto Mesh Assignments
Area Bridge Object Flags
Area Edge Constraint Assignments
Area Loads - Gravity
Area Loads - Pore Pressure
Area Loads - Rotate
Area Loads - Strain
Area Loads - Surface Pressure
Area Loads - Temperature
Area Loads - Uniform
Area Loads - Uniform To Frame
Area Loads - Wind Pressure Coefficients
Area Local Axes Assignments 1 - Typical
Area Local Axes Assignments 2 - Advanced
Area Material Temperatures
Area Overwrites - Joint Offsets
Area Overwrites - Thickness
Area Section Assignments
Area Section Properties
Area Section Property Design Parameters
Area Section Property Layers
Area Section Property - Time Dependent
Area Section Properties - Bridge Object Flags
Area Spring Assignments
Area Stiffness Modifiers
Area Stiffness Modifier Definitions
Area Vehicle Response Component Overwrites
Auto Combination Option Data 01 - General
Auto Combination Option Data 02 - User Data
Auto Combination Option Parameters for AASHTO STD 2002
Auto Combination Option Parameters for AASHTO LRFD 2007
Auto Combination Option Parameters for Chinese JTG
Auto Seastate
Auto Seismic - AS 1170 2007
Auto Seismic - BOCA96
Auto Seismic - Chinese 2010
Auto Seismic - Eurocode8 2004
Auto Seismic - IBC2003
Auto Seismic - IBC2006
Auto Seismic - IBC2009
Auto Seismic - IBC2012
Auto Seismic - IS1893:2002
Auto Seismic - ITALIAN NTC 2008
Auto Seismic - NBCC 2010
Auto Seismic - NBCC 2005
Auto Seismic - NBCC95
Auto Seismic - NEHRP97
Auto Seismic - NZS 1170 2004
Auto Seismic - TSC 2007
Auto Seismic - UBC94
Auto Seismic - UBC97
Auto Seismic - UBC97 Isolated
Auto Seismic - User Coefficient
Auto Seismic - User Loads
Auto Seismic Eccentricity Overrides
Auto Seismic Loads To Groups
Auto Seismic Loads To Horizontal Diaphragms
Auto Seismic Loads To Joints
Auto Wave 1 - General
Auto Wave 2 - Tabular Display
Auto Wave 3 - Wave Characteristics - General
Auto Wave 4 - Wave Characteristics - User Horizontal Coordinates
Auto Wave 5 - Wave Characteristics - User Vertical Coordinates
Auto Wave 6 - Wave Characteristics - User Wave Data
Auto Wave 7 - Current Profile
Auto Wave 8 - Marine Growth
Auto Wave 9 - Drag And Inertia Coefficients
Auto Wave 10 - Wave Wind Loads
Auto Wind - API 4F
Auto Wind - API 4F 2013
Auto Wind - ASCE7-88
Auto Wind - ASCE7-95
Auto Wind - ASCE7-02
Auto Wind - ASCE7-05
Auto Wind - ASCE7-10
Auto Wind - AS-NZS 1170 2 2002
Auto Wind - AS-NZS 1170 2 2011
Auto Wind - BOCA96
Auto Wind - BS6399-95
Auto Wind - Chinese 2010
Auto Wind - Eurocode1 2005
Auto Wind - IS875-1987
Auto Wind - ITALIAN NTC 2008
Auto Wind - Mexican
Auto Wind - NBCC 2010
Auto Wind - NBCC 2005
Auto Wind - NBCC95
Auto Wind - TS 498-97
Auto Wind - UBC94
Auto Wind - UBC97
Auto Wind - User
Auto Wind Exposure For Horizontal Diaphragms
Auto Wind Loads To Groups
Auto Wind Loads To Horizontal Diaphragms
Auto Wind Loads To Joints
Bridge Design Preferences - AASHTO LRFD 2012
Bridge Design Preferences - JTG-D62-2004
Bridge Design Preferences - EUROCODE
Bridge Design Preferences - IRC-2011
Bridge Seismic Design Preferences - AASHTO Seismic 2011
Bridge Seismic Design Preferences - JTG/T B02-01 2008
Bridge Rating Preferences - AASHTO Rrating 2011
Bridge DesReqSeismic 01 - General
Bridge DesReqSeismic 01a - Loading - Uniform
Bridge DesReqSeismic 01b - Loading - Fault Crossing - Planar
Bridge DesReqSeismic 01c - Loading - Fault Crossing - General
Bridge DesReqSeismic 02 - Gravity Load Case
Bridge DesReqSeismic 03 - Modal And RS Load Cases
Bridge DesReqSeismic 04 - Pushover Load Case
Bridge DesReqSuper 01 - General
Bridge DesReqSuper 02 - Station Ranges
Bridge DesReqSuper 03 - Demand Sets
Bridge DesReqSuper 05 - Param - AASHTOSTD02 - CBoxStress
Bridge DesReqSuper 06 - Demand - AASHTOSTD02 - CBoxStress
Bridge DesReqSuper 04 - LLDF - AASHTOLRFD07
Bridge DesReqSuper 05 - Param - AASHTOLRFD07 - CBoxStress
Bridge DesReqSuper 06 - Param - AASHTOLRFD07 - CBoxShear
Bridge DesReqSuper 07 - Param - AASHTOLRFD07 - CBoxFlexure
Bridge DesReqSuper 08 - Param - AASHTOLRFD07 - CBoxPrinc
Bridge DesReqSuper 09 - Param - AASHTOLRFD07 - CBox2Stress
Bridge DesReqSuper 10 - Param - AASHTOLRFD07 - CBox2Shear
Bridge DesReqSuper 11 - Param - AASHTOLRFD07 - CBox2Flexure
Bridge DesReqSuper 12 - Param - AASHTOLRFD07 - PCCompStress
Bridge DesReqSuper 13 - Param - AASHTOLRFD07 - PCCompShear
Bridge DesReqSuper 14 - Param - AASHTOLRFD07 - PCCompFlexure
Bridge DesReqSuper 15 - Param - AASHTOLRFD07 - SteelICompStrgth
Bridge DesReqSuper 16 - Param - AASHTOLRFD07 - SteelICompService
Bridge DesReqSuper 17 - Param - AASHTOLRFD07 - SteelICompCtrStg
Bridge DesReqSuper 18 - Param - AASHTOLRFD07 - SteelICompCtrNStg
Bridge DesReqSuper 04 - LLDF - AASHTOLRFD12
Bridge DesReqSuper 05 - Param - AASHTOLRFD12 - CBoxStress
Bridge DesReqSuper 06 - Param - AASHTOLRFD12 - CBoxShear
Bridge DesReqSuper 07 - Param - AASHTOLRFD12 - CBoxFlexure
Bridge DesReqSuper 08 - Param - AASHTOLRFD12 - CBoxPrinc
Bridge DesReqSuper 09 - Param - AASHTOLRFD12 - CBox2Stress
Bridge DesReqSuper 10 - Param - AASHTOLRFD12 - CBox2Shear
Bridge DesReqSuper 11 - Param - AASHTOLRFD12 - CBox2Flexure
Bridge DesReqSuper 12 - Param - AASHTOLRFD12 - PCCompStress
Bridge DesReqSuper 13 - Param - AASHTOLRFD12 - PCCompShear
Bridge DesReqSuper 14 - Param - AASHTOLRFD12 - PCCompFlexure
Bridge DesReqSuper 15 - Param - AASHTOLRFD12 - SteelICompStrgth
Bridge DesReqSuper 16 - Param - AASHTOLRFD12 - SteelICompService
Bridge DesReqSuper 17 - Param - AASHTOLRFD12 - SteelICompCtrStg
Bridge DesReqSuper 18 - Param - AASHTOLRFD12 - SteelICompCtrNStg
Bridge DesReqSuper 19 - Param - AASHTOLRFD12 - SteelUCompStrgth
Bridge DesReqSuper 20 - Param - AASHTOLRFD12 - SteelUCompService
Bridge DesReqSuper 21 - Param - AASHTOLRFD12 - SteelUCompCtrStg
Bridge DesReqSuper 22 - Param - AASHTOLRFD12 - SteelUCompCtrNStg
Bridge DesReqSuper 05 - Param - JTG-D62-2004 - CBoxStress
Bridge DesReqSuper 06 - Param - JTG-D62-2004 - CBoxCrkStress
Bridge DesReqSuper 07 - Param - JTG-D62-2004 - CBoxFlexure
Bridge DesReqSuper 08 - Param - JTG-D62-2004 - CBoxShear
Bridge DesReqSuper 09 - Param - JTG-D62-2004 - CBoxPrinc
Bridge DesReqSuper 10 - Param - JTG-D62-2004 - CBoxCrkPrinc
Bridge DesReqSuper 11 - Param - JTG-D62-2004 - CBoxTendonStress
Bridge DesReqSuper 12 - Param - JTG-D62-2004 - CBoxCrackWidth
Bridge DesReqSuper 04 - LLDF - CANCSAS606
Bridge DesReqSuper 05 - Param - CANCSAS606 - CBoxStress
Bridge DesReqSuper 06 - Param - CANCSAS606 - CBoxShear
Bridge DesReqSuper 07 - Param - CANCSAS606 - CBoxFlexure
Bridge DesReqSuper 08 - Param - CANCSAS606 - CBox2Stress
Bridge DesReqSuper 09 - Param - CANCSAS606 - CBox2Shear
Bridge DesReqSuper 10 - Param - CANCSAS606 - CBox2Flexure
Bridge DesReqSuper 11 - Param - CANCSAS606 - PCCompStress
Bridge DesReqSuper 12 - Param - CANCSAS606 - PCCompShear
Bridge DesReqSuper 13 - Param - CANCSAS606 - PCCompFlexure
Bridge DesReqSuper 14 - Param - CANCSAS606 - SteelICompStrgth
Bridge DesReqSuper 15 - Param - CANCSAS606 - SteelICompService
Bridge DesReqSuper 16 - Param - CANCSAS606 - SteelICompCtrStg
Bridge DesReqSuper 17 - Param - CANCSAS606 - SteelICompCtrNStg
Bridge DesReqSuper 18 - Param - CANCSAS606 - SteelUCompStrgth
Bridge DesReqSuper 19 - Param - CANCSAS606 - SteelUCompService
Bridge DesReqSuper 20 - Param - CANCSAS606 - SteelUCompCtrStg
Bridge DesReqSuper 21 - Param - CANCSAS606 - SteelUCompCtrNStg
Bridge DesReqSuper 04 - LLDF - EUROCODE
Bridge DesReqSuper 05 - Param - EUROCODE - CBoxStress
Bridge DesReqSuper 06 - Param - EUROCODE - CBoxShear
Bridge DesReqSuper 07 - Param - EUROCODE - CBoxFlexure
Bridge DesReqSuper 08 - Param - EUROCODE - CBox2Stress
Bridge DesReqSuper 09 - Param - EUROCODE - CBox2Shear
Bridge DesReqSuper 10 - Param - EUROCODE - CBox2Flexure
Bridge DesReqSuper 11 - Param - EUROCODE - PCCompStress
Bridge DesReqSuper 12 - Param - EUROCODE - PCCompShear
Bridge DesReqSuper 13 - Param - EUROCODE - PCCompFlexure
Bridge DesReqSuper 14 - Param - EUROCODE - SteelICompUltimate
Bridge DesReqSuper 15 - Param - EUROCODE - SteelICompServStr
Bridge DesReqSuper 16 - Param - EUROCODE - SteelICompServRebar
Bridge DesReqSuper 17 - Param - EUROCODE - SteelICompCtrStg
Bridge DesReqSuper 18 - Param - EUROCODE - SteelICompCtrNStg
Bridge DesReqSuper 19 - Param - EUROCODE - SteelUCompUltimate
Bridge DesReqSuper 20 - Param - EUROCODE - SteelUCompServStr
Bridge DesReqSuper 21 - Param - EUROCODE - SteelUCompServRebar
Bridge DesReqSuper 22 - Param - EUROCODE - SteelUCompCtrStg
Bridge DesReqSuper 23 - Param - EUROCODE - SteelUCompCtrNStg
Bridge DesReqSuper 04 - LLDF - IRC-2011
Bridge DesReqSuper 05 - Param - IRC-112-2011 - CBoxStress
Bridge DesReqSuper 06 - Param - IRC-112-2011 - CBoxShear
Bridge DesReqSuper 07 - Param - IRC-112-2011 - CBoxFlexure
Bridge DesReqSuper 08 - Param - IRC-112-2011 - CBox2Stress
Bridge DesReqSuper 09 - Param - IRC-112-2011 - CBox2Shear
Bridge DesReqSuper 10 - Param - IRC-112-2011 - CBox2Flexure
Bridge DesReqSuper 11 - Param - IRC-112-2011 - PCCompStress
Bridge DesReqSuper 12 - Param - IRC-112-2011 - PCCompShear
Bridge DesReqSuper 13 - Param - IRC-112-2011 - PCCompFlexure
Bridge DesReqSuper 14 - Param - IRC-24-2010 - SteelICompStrgth
Bridge DesReqSuper 15 - Param - IRC-24-2010 - SteelICompService
Bridge DesReqSuper 16 - Param - IRC-24-2010 - SteelICompRebar
Bridge DesReqSuper 17 - Param - IRC-24-2010 - SteelICompCtrStg
Bridge DesReqSuper 18 - Param - IRC-24-2010 - SteelICompCtrNStg
Bridge DesReqSuper 19 - Param - IRC-24-2010 - SteelUCompStrgth
Bridge DesReqSuper 20 - Param - IRC-24-2010 - SteelUCompService
Bridge DesReqSuper 21 - Param - IRC-24-2010 - SteelUCompRebar
Bridge DesReqSuper 22 - Param - IRC-24-2010 - SteelUCompCtrStg
Bridge DesReqSuper 23 - Param - IRC-24-2010 - SteelUCompCtrNStg
Bridge DesReqSuper 04 - LLDF - RussianSNiP
Bridge DesReqSuper 05 - Param - RussianSNiP - CBoxStress
Bridge DesReqSuper 06 - Param - RussianSNiP - CBoxShear
Bridge DesReqSuper 07 - Param - RussianSNiP - CBoxFlexure
Bridge DesReqSuper 08 - Param - RussianSNiP - CBox2Stress
Bridge DesReqSuper 09 - Param - RussianSNiP - CBox2Shear
Bridge DesReqSuper 10 - Param - RussianSNiP - CBox2Flexure
Bridge DesReqSuper 11 - Param - RussianSNiP - PCCompStress
Bridge DesReqSuper 12 - Param - RussianSNiP - PCCompShear
Bridge DesReqSuper 13 - Param - RussianSNiP - PCCompFlexure
Bridge RateReqSuper 01 - General
Bridge RateReqSuper 02 - Station Ranges
Bridge RateReqSuper 03 - Demand Sets
Bridge RateReqSuper 04 - Param - AASHTOLRFD07 - CBoxShear
Bridge RateReqSuper 05 - Param - AASHTOLRFD07 - CBoxFlexure
Bridge RateReqSuper 06 - Param - AASHTOLRFD07 - CBoxMinRebar
Bridge RateReqSuper 07 - Param - AASHTOLRFD07 - CBox2Shear
Bridge RateReqSuper 08 - Param - AASHTOLRFD07 - CBox2Flexure
Bridge RateReqSuper 09 - Param - AASHTOLRFD07 - CBox2MinRebar
Bridge RateReqSuper 10 - Param - AASHTOLRFD07 - PCCompShear
Bridge RateReqSuper 11 - Param - AASHTOLRFD07 - PCCompFlexure
Bridge RateReqSuper 12 - Param - AASHTOLRFD07 - PCCompMinRebar
Bridge RateReqSuper 13 - Param - AASHTOLRFD07 - StINonCompStrgth
Bridge RateReqSuper 14 - Param - AASHTOLRFD07 - StINonCompServ
Bridge RateReqSuper 15 - Param - AASHTOLRFD07 - StICompStrgth
Bridge RateReqSuper 16 - Param - AASHTOLRFD07 - StICompServ
Bridge RateReqSuper 04 - Param - AASHTORATE11 - CBoxShear
Bridge RateReqSuper 05 - Param - AASHTORATE11 - CBoxFlexure
Bridge RateReqSuper 06 - Param - AASHTORATE11 - CBoxMinRebar
Bridge RateReqSuper 07 - Param - AASHTORATE11 - CBox2Shear
Bridge RateReqSuper 08 - Param - AASHTORATE11 - CBox2Flexure
Bridge RateReqSuper 09 - Param - AASHTORATE11 - CBox2MinRebar
Bridge RateReqSuper 10 - Param - AASHTORATE11 - PCCompShear
Bridge RateReqSuper 11 - Param - AASHTORATE11 - PCCompFlexure
Bridge RateReqSuper 12 - Param - AASHTORATE11 - PCCompMinRebar
Bridge RateReqSuper 13 - Param - AASHTORATE11 - StINonCompStrgth
Bridge RateReqSuper 14 - Param - AASHTORATE11 - StINonCompServ
Bridge RateReqSuper 15 - Param - AASHTORATE11 - StICompStrgth
Bridge RateReqSuper 16 - Param - AASHTORATE11 - StICompServ
Bridge Abutment Definitions
Bridge Bearing Definitions
Bridge Bent Definitions 1 - General
Bridge Bent Definitions 2 - Column Data
Bridge Diaphragm Definitions
Bridge Foundation Spring Definitions
Bridge Layout Line 1 - General
Bridge Layout Line 2 - Horizontal Layout Data
Bridge Layout Line 3 - Vertical Layout Data
Bridge Layout Line 4 - Layout Line Points
Bridge Load Definitions 01 - Point
Bridge Load Definitions 02 - Line
Bridge Load Definitions 03 - Area
Bridge Model Summary 01 - Bearing Supports
Bridge Object Definitions 01 - General
Bridge Object Definitions 02 - Reference Line
Bridge Object Definitions 03 - Spans 1 - General
Bridge Object Definitions 04 - Spans 2 - Parametric Variations
Bridge Object Definitions 05 - Spans 3 - User Variations
Bridge Object Definitions 06 - Abutments
Bridge Object Definitions 07 - Bents
Bridge Object Definitions 08 - Hinges
Bridge Object Definitions 09 - Super Elevation 1 - General
Bridge Object Definitions 10 - Super Elevation 2 - User
Bridge Object Definitions 11 - Prestress 1 - General
Bridge Object Definitions 12 - Prestress 2 - Vertical Layout
Bridge Object Definitions 13 - Prestress 3 - Horizontal Layout
Bridge Object Definitions 14 - Diaphragms
Bridge Object Definitions 15 - Update Data
Bridge Object Definitions 16 - Discretization Points
Bridge Object Definitions 17 - Abutment Overwrites
Bridge Object Definitions 18 - Bent Bearing Overwrites
Bridge Object Definitions 19 - Bent Superstructure Overwrites
Bridge Object Definitions 20 - Hinge Overwrites
Bridge Object Definitions 21 - Temperature Loads
Bridge Object Definitions 22 - Girder Rebar 1 - General
Bridge Object Definitions 23 - Girder Rebar 2 - Transverse
Bridge Object Definitions 24 - Girder Rebar 3 - Longitudinal
Bridge Object Definitions 25 - Point Loads
Bridge Object Definitions 26 - Line Loads
Bridge Object Definitions 27 - Area Loads
Bridge Parametric Variation Definitions
Bridge Preferences
Bridge Response
Bridge Restrainer Definitions
Bridge Section Cuts 01 - General
Bridge Section Cuts 02 - Groups
Bridge Section Cuts 03 - Stress Points
Bridge Section Cuts 04 - Girder Data - General
Bridge Section Cuts 05 - Girder Data - Groups
Bridge Group Definition 01 - General
Bridge Group Definition 02 - Section
Bridge Group Definition 03 - Top Slab
Bridge Group Definition 04 - Web
Bridge Group Definition 05 - Beam
Bridge Group Definition 06 - Bottom Slab
Bridge Group Definition 07 - Diaphragm
Bridge Group Definition 08 - Support Structure
Bridge Group Definition 09 - Bearing - Support
Bridge Group Definition 10 - Bearing - Hinge
Bridge Group Definition 11 - Restrainer - Support
Bridge Group Definition 12 - Restrainer - Hinge
Bridge Group Definition 13 - Tendon
Bridge Group Definition 14 - Mixed
Bridge Section Definitions 02 - Concrete Box Girder
Bridge Section Definitions 03 - Concrete Tee Beam
Bridge Section Definitions 04 - Concrete Flat Slab
Bridge Section Definitions 05 - Steel I Girders 1 - General
Bridge Section Definitions 06 - Steel I Girders 2 - Spacing
Bridge Section Definitions 07 - Steel I Girders 3 - Haunches
Bridge Section Definitions 08 - Steel I Girders 4 - Sections
Bridge Section Definitions 09 - PCC I Girders 1 - General
Bridge Section Definitions 10 - PCC I Girders 2 - Spacing
Bridge Section Definitions 11 - PCC I Girders 3 - Haunches
Bridge Section Definitions 12 - PCC I Girders 4 - Sections
Bridge Section Definitions 13 - PCC U Girders 1 - General
Bridge Section Definitions 14 - PCC U Girders 2 - Spacing
Bridge Section Definitions 15 - PCC U Girders 3 - Haunches
Bridge Section Definitions 16 - PCC U Girders 4 - Sections
Bridge Section Definitions 17 - Adv Box Gird 1 - General
Bridge Section Definitions 18 - Adv Box Gird 2 - Girder Spacing
Bridge Section Definitions 19 - Adv Box Gird 3 - Exterior Girder
Bridge Section Definitions 20 - Adv Box Gird 4 - Interior Girder
Bridge Section Definitions 21 - Adv Box Gird 5 - Slab Thickness
Bridge Section Definitions 22 - Steel U Girders 1 - General
Bridge Section Definitions 23 - Steel U Girders 2 - Spacing
Bridge Section Definitions 24 - Steel U Girders 3 - Haunches
Bridge Section Definitions 25 - Steel U Girders 4 - Sections
Bridge Section Definitions 26 - Steel U Girders 5 - Bracings
Bridge Section Definitions - Girder Output Location Data
Bridge Temperature Gradient Definitions 01 - General
Bridge Temperature Gradient Definitions 02 - User Distances
Bridge Temperature Gradient Definitions 03 - User Temperatures
Cable Added Mass Assignments
Cable Insertion Point Assignments
Cable Loads - Deformation
Cable Loads - Distributed
Cable Loads - Gravity
Cable Loads - Strain
Cable Loads - Target Force
Cable Loads - Temperature
Cable Material Temperatures
Cable Output Station Assignments
Cable Property Modifiers
Cable Property Modifier Definitions
Cable Section Assignments
Cable Section Definitions
Cable Shape Data
Cable Vehicle Response Component Overwrites
Case - Buckling 1 - General
Case - Buckling 2 - Load Assignments
Case - Direct History 1 - General
Case - Direct History 2 - Load Assignments
Case - Direct History 3 - Proportional Damping
Case - Direct History 4 - Integration Parameters
Case - Direct History 5 - Nonlinear Parameters
Case - Frequency History 1 - General
Case - Frequency History 2 - Load Assignments
Case - Frequency History 3 - Constant Damping
Case - Frequency History 4 - Interpolated Damping
Case - Frequency History 5 - Integration Parameters
Case - Modal 1 - General
Case - Modal 2 - Load Assignments - Eigen
Case - Modal 3 - Load Assignments - Ritz
Case - Modal History 1 - General
Case - Modal History 2 - Load Assignments
Case - Modal History 3 - Interpolated Damping
Case - Modal History 4 - Proportional Damping
Case - Modal History 5 - Damping Overrides
Case - Modal History 6 - Nonlinear Parameters
Case - Moving Load 1 - Lane Assignments
Case - Moving Load 2 - Lanes Loaded
Case - Moving Load 3 - MultiLane Factors
Case - Multistep Static 1 - Load Assignments
Case - Power Spectral Density 1 - General
Case - Power Spectral Density 2 - Load Assignments
Case - Power Spectral Density 3 - Added Frequencies General
Case - Power Spectral Density 4 - Added Frequency Deviations
Case - Power Spectral Density 5 - Added Specified Frequencies
Case - Power Spectral Density 6 - Constant Damping
Case - Power Spectral Density 7 - Interpolated Damping
Case - Response Spectrum 1 - General
Case - Response Spectrum 2 - Load Assignments
Case - Response Spectrum 3 - Interpolated Damping
Case - Response Spectrum 4 - Proportional Damping
Case - Response Spectrum 5 - Damping Overrides
Case - Response Spectrum 6 - Eccentricity Overrides
Case - Static 1 - Load Assignments
Case - Static 2 - Nonlinear Load Application
Case - Static 4 - Nonlinear Parameters
Case - Static 5 - Nonlinear Stage Definitions
Case - Static 6 - Nonlinear Stage Data
Case - Steady State 1 - General
Case - Steady State 2 - Load Assignments
Case - Steady State 3 - Added Frequencies General
Case - Steady State 4 - Added Frequency Deviations
Case - Steady State 5 - Added Specified Frequencies
Case - Steady State 6 - Constant Damping
Case - Steady State 7 - Interpolated Damping
Combination Definitions
Connectivity - Area
Connectivity - Cable
Connectivity - Frame
Connectivity - Link
Connectivity - Solid
Connectivity - Tendon
Constraint Definitions - Beam
Constraint Definitions - Body
Constraint Definitions - Bridge Object Flags
Constraint Definitions - Diaphragm
Constraint Definitions - Equal
Constraint Definitions - Line
Constraint Definitions - Local
Constraint Definitions - Plate
Constraint Definitions - Rod
Constraint Definitions - Weld
Coordinate Systems
Database Documentation
Database Field Names
Database Format Types
Database Table Names
Frame Added Mass Assignments
Frame Auto Mesh Assignments
Frame Bridge Object Flags
Frame Curve Data
Frame Design Bracing - Point
Frame Design Bracing - Uniform
Frame Design Procedures
Frame End Skew Angle Assignments
Frame Fireproofing Assignments
Frame Hinge Assigns 01 - Overview
Frame Hinge Assigns 02 - User Defined Properties
Frame Hinge Assigns 03 - Auto Caltrans - Flexural Hinge
Frame Hinge Assigns 04 - Auto FEMA 356 - Concrete Beam
Frame Hinge Assigns 05 - Auto FEMA 356 - Concrete Column
Frame Hinge Assigns 06 - Auto FEMA 356 - Steel Beam
Frame Hinge Assigns 07 - Auto FEMA 356 - Steel Column
Frame Hinge Assigns 08 - Auto FEMA 356 - Steel Brace
Frame Hinge Assigns 09 - Hinge Overwrites
Frame Insertion Point Assignments
Frame Joint Offsets - Bridge Object Flags
Frame Loads - Deformation
Frame Loads - Distributed
Frame Loads - Gravity
Frame Loads - Open Structure Wind
Frame Loads - Point
Frame Loads - Strain
Frame Loads - Target Force
Frame Loads - Temperature
Frame Load Transfer Options
Frame Local Axes Assignments 1 - Typical
Frame Local Axes Assignments 2 - Advanced
Frame Material Temperatures
Frame Offset Along Length Assignments
Frame Output Station Assignments
Frame P-Delta Force Assignments
Frame Property Modifiers
Frame Property Modifier Definitions
Frame Release Assignments 1 - General
Frame Release Assignments 2 - Partial Fixity
Frame Release Definitions
Frame Section Assignments
Frame Section Properties 01 - General
Frame Section Properties 02 - Concrete Column
Frame Section Properties 03 - Concrete Beam
Frame Section Properties 04 - Auto Select
Frame Section Properties 05 - Nonprismatic
Frame Section Properties 06 - Polygon Data
Frame Section Properties 07 - Built Up I
Frame Section Properties 08 - PCC I Girder
Frame Section Properties 09 - PCC U Girder
Frame Section Properties 10 - Steel Joist General
Frame Section Properties 11 - Steel Joist Data
Frame Section Properties 12 - Hybrid Steel U Section
Frame Section Properties 13 - Time Dependent
Frame Section Properties - Bridge Object Flags
Frame Spring Assignments
Frame Tension And Compression Limits
Frame Vehicle Response Component Overwrites
Function - Plot Functions
Function - Power Spectral Density - From File
Function - Power Spectral Density - User
Function - Response Spectrum - AASHTO 2006
Function - Response Spectrum - AASHTO 2007
Function - Response Spectrum - AASHTO 2012
Function - Response Spectrum - AS 1170 2007
Function - Response Spectrum - BOCA96
Function - Response Spectrum - Chinese 2010
Function - Response Spectrum - GB501112006
Function - Response Spectrum - JTGTB0201
Function - Response Spectrum - EuroCode8
Function - Response Spectrum - EuroCode8 2004
Function - Response Spectrum - From File
Function - Response Spectrum - IBC2003
Function - Response Spectrum - IBC2006
Function - Response Spectrum - IBC2009
Function - Response Spectrum - IBC2012
Function - Response Spectrum - IS1893:2002
Function - Response Spectrum - Italian 3274
Function - Response Spectrum - Italian NTC 2008
Function - Response Spectrum - NBCC 2010
Function - Response Spectrum - NBCC 2005
Function - Response Spectrum - NBCC95
Function - Response Spectrum - NCHRP 20-07
Function - Response Spectrum - NEHRP97
Function - Response Spectrum - NZS 1170 2004
Function - Response Spectrum - NZS4203
Function - Response Spectrum - TSC-2007
Function - Response Spectrum - UBC94
Function - Response Spectrum - UBC97
Function - Response Spectrum - User
Function - Steady State - From File
Function - Steady State - User
Function - Time History - Cosine
Function - Time History - From File
Function - Time History - Ramp
Function - Time History - Sawtooth
Function - Time History - Sine
Function - Time History - Triangular
Function - Time History - User
Function - Time History - User Periodic
General Grids
Generalized Displacement Definitions 1 - Translational
Generalized Displacement Definitions 2 - Rotational
General Reference Line 01 - General
General Reference Line 02 - Plan Points
General Reference Line 03 - Elevation Points
General Reference Line 04 - Discretized Coordinates
Grid Lines
Groups 1 - Definitions
Groups 2 - Assignments
Groups 3 - Masses and Weights
Groups 4 - Bridge Object Flags
Hinges Def 01 - Overview
Hinges Def 02 - Noninteracting - Deform Control - General
Hinges Def 03 - Noninteracting - Deform Control - Force-Deform
Hinges Def 04 - Noninteracting - Deform Control - Acceptance
Hinges Def 05 - Noninteracting - Force Control
Hinges Def 06 - Interacting - Deform Control - General
Hinges Def 07 - Interacting - Deform Control - Fs and Angs
Hinges Def 08 - Interacting - Deform Control - Force-Deform
Hinges Def 09 - Interacting - Deform Control - Acceptance
Hinges Def 10 - Interacting - Force Control
Hinges Def 11 - Interacting - Interaction Surface - General
Hinges Def 12 - Interacting - Interaction Surface - Data
Hinges Def 13 - Fiber - General
Hinges Def 14 - Fiber - Fiber Data
Hinges Gen 01 - Overview
Hinges Gen 02 - Noninteracting - Deform Control - General
Hinges Gen 03 - Noninteracting - Deform Control - Force-Deform
Hinges Gen 04 - Noninteracting - Deform Control - Acceptance
Hinges Gen 05 - Noninteracting - Force Control
Hinges Gen 06 - Interacting - Deform Control - General
Hinges Gen 07 - Interacting - Deform Control - Fs and Angs
Hinges Gen 08 - Interacting - Deform Control - Force-Deform
Hinges Gen 09 - Interacting - Deform Control - Acceptance
Hinges Gen 10 - Interacting - Force Control
Hinges Gen 11 - Interacting - Interaction Surface - General
Hinges Gen 12 - Interacting - Interaction Surface - Data
Hinges Gen 13 - Fiber - General
Hinges Gen 14 - Fiber - Fiber Data
Joint Added Mass Assignments
Joint Added Mass By Weight Assignments
Joint Added Mass By Volume Assignments
Joint Bridge Object Flags
Joint Constraint Assignments
Joint Coordinates
Joint Loads - Force
Joint Loads - Ground Displacement
Joint Local Axes Assignments 1 - Typical
Joint Local Axes Assignments 2 - Advanced
Joint Merge Number Assignments
Joint Panel Zone Assignments
Joint Pattern Assignments
Joint Pattern Definitions
Joint Punching Load Assignments
Joint Restraint Assignments
Joint Spring Assignments 1 - Uncoupled
Joint Spring Assignments 2 - Coupled
Joint Vehicle Response Component Overwrites
Lane Centerline Points
Lane Definition Data
Link Bridge Object Flags
Link Frequency Dependent Properties 01 - General
Link Frequency Dependent Properties 02 - Details
Link Loads - Deformation
Link Loads - Gravity
Link Loads - Target Force
Link Local Axes Assignments 1 - Typical
Link Local Axes Assignments 2 - Advanced
Link Property Assignments
Link Property Definitions 01 - General
Link Property Definitions 02 - Linear
Link Property Definitions 03 - MultiLinear
Link Property Definitions 04 - Damper
Link Property Definitions 05 - Gap
Link Property Definitions 06 - Hook
Link Property Definitions 07 - Rubber Isolator
Link Property Definitions 08 - Sliding Isolator
Link Property Definitions 09 - TC Sliding Isolator
Link Property Definitions 10 - Plastic (Wen)
Link Property Definitions 11 - Multilinear Plastic
Link Property Definitions 12 - Triple Pendulum Isolator
Link Property Definitions 13 - Linear Exponential Damper
Link Property Definitions 14 - Bilinear Damper
Link Property Definitions 15 - Friction Spring Damper
Link Property Definitions - Bridge Object Flags
Link Vehicle Response Component Overwrites
Load Case Definitions
Load Pattern Definitions
Masses 1 - Mass Source
Mass Source
Material List 1 - By Object Type
Material List 2 - By Section Property
Material Properties 01 - General
Material Properties 01T - Material Temperatures
Material Properties 02 - Basic Mechanical Properties
Material Properties 03a - Steel Data
Material Properties 03b - Concrete Data
Material Properties 03c - Aluminum Data
Material Properties 03d - Cold Formed Data
Material Properties 03e - Rebar Data
Material Properties 03f - Tendon Data
Material Properties 03g - Other Data
Material Properties 04 - User Stress-Strain Curves
Material Properties 05a - Time Dependence - CEB-FIP 90
Material Properties 06 - Damping Parameters
Material Properties 07 - Thermal Properties
Multi-Step Moving Load 1 - General
Multi-Step Moving Load 2 - Vehicle Data
Named Sets - Database Tables 1 - General
Named Sets - Database Tables 2 - Selections
Named Sets - Virtual Work
Named Sets - Plot Function Traces 1 - General
Named Sets - Plot Function Traces 2 - Vertical Functions
Named Sets - Pushover
Named Sets - Response Spectrum 1 - General
Named Sets - Response Spectrum 2 - Joints
Named Sets - Response Spectrum 3 - Damping
Named Sets - Response Spectrum 4 - User Freq/Periods
Options - Colors - Display
Options - Colors - Output
Overwrites - Aluminum Design - AA-ASD 2000
Overwrites - Aluminum Design - AA-LRFD 2000
Overwrites - Auto Wave Loads - Cable
Overwrites - Auto Wave Loads - Frame
Overwrites - Auto Wind Loads - Cable
Overwrites - Auto Wind Loads - Frame
Overwrites - Cold Formed Design - AISI-ASD96
Overwrites - Cold Formed Design - AISI-LRFD96
Overwrites - Concrete Design - AASHTO Concrete 07
Overwrites - Concrete Design - ACI 318-02
Overwrites - Concrete Design - ACI 318-05/IBC2003
Overwrites - Concrete Design - ACI 318-08/IBC2009
Overwrites - Concrete Design - ACI 318-11
Overwrites - Concrete Design - ACI 318-99
Overwrites - Concrete Design - AS 3600-09
Overwrites - Concrete Design - AS 3600-01
Overwrites - Concrete Design - BS8110 89
Overwrites - Concrete Design - BS8110 97
Overwrites - Concrete Design - Chinese 2010
Overwrites - Concrete Design - CSA-A233-04
Overwrites - Concrete Design - CSA-A233-94
Overwrites - Concrete Design - EUROCODE 2-1992
Overwrites - Concrete Design - Eurocode 2-2004
Overwrites - Concrete Design - Hong Kong CP 2013
Overwrites - Concrete Design - Hong Kong CP 2004
Overwrites - Concrete Design - Indian IS 456-2000
Overwrites - Concrete Design - Italian NTC 2008
Overwrites - Concrete Design - Italian DM 14-2-92
Overwrites - Concrete Design - KCI-1999
Overwrites - Concrete Design - Mexican RCDF 2004
Overwrites - Concrete Design - Mexican RCDF 2001
Overwrites - Concrete Design - NZS 3101-06
Overwrites - Concrete Design - NZS 3101-95
Overwrites - Concrete Design - Singapore CP 65-99
Overwrites - Concrete Design - TS 500-2000
Overwrites - Concrete Design - UBC97
Overwrites - Steel Design - AASHTO-LRFD-2007
Overwrites - Steel Design - AISC 360-10
Overwrites - Steel Design - AISC360-05-IBC2006
Overwrites - Steel Design - AISC-ASD01
Overwrites - Steel Design - AISC-ASD89
Overwrites - Steel Design - AISC-LRFD93
Overwrites - Steel Design - AISC-LRFD99
Overwrites - Steel Design - API RP2A-LRFD 97
Overwrites - Steel Design - API RP2A-WSD2000
Overwrites - Steel Design - ASCE 10-97
Overwrites - Steel Design - AS 4100-1998
Overwrites - Steel Design - BS5950 2000
Overwrites - Steel Design - BS5950 90
Overwrites - Steel Design - CAN-CSA-S16-01
Overwrites - Steel Design - CSA-S16-09
Overwrites - Steel Design - Chinese 2010
Overwrites - Steel Design - CISC 95
Overwrites - Steel Design - EUROCODE 3-1993
Overwrites - Steel Design - Eurocode 3-2005
Overwrites - Steel Design - Indian IS 800:2007
Overwrites - Steel Design - Indian IS:800-1998
Overwrites - Steel Design - Italian NTC 2008
Overwrites - Steel Design - Italian UNI 10011
Overwrites - Steel Design - NZS 3404-1997
Overwrites - Steel Design - Norsok N-004
Overwrites - Steel Design - Norsok N-004 2013
Overwrites - Steel Design - UBC97-ASD
Overwrites - Steel Design - UBC97-LRFD
Preferences - Aluminum Design - AA-ASD 2000
Preferences - Aluminum Design - AA-LRFD 2000
Preferences - Cold Formed Design - AISI-ASD96
Preferences - Cold Formed Design - AISI-LRFD96
Preferences - Concrete Design - AASHTO Concrete 07
Preferences - Concrete Design - ACI 318-02
Preferences - Concrete Design - ACI 318-05/IBC2003
Preferences - Concrete Design - ACI 318-08/IBC2009
Preferences - Concrete Design - ACI 318-11
Preferences - Concrete Design - ACI 318-99
Preferences - Concrete Design - AS 3600-09
Preferences - Concrete Design - AS 3600-01
Preferences - Concrete Design - BS8110 89
Preferences - Concrete Design - BS8110 97
Preferences - Concrete Design - Chinese 2010
Preferences - Concrete Design - CSA-A233-04
Preferences - Concrete Design - CSA-A233-94
Preferences - Concrete Design - EUROCODE 2-1992
Preferences - Concrete Design - Eurocode 2-2004
Preferences - Concrete Design - Hong Kong CP 2013
Preferences - Concrete Design - Hong Kong CP 2004
Preferences - Concrete Design - Indian IS 456-2000
Preferences - Concrete Design - Italian NTC 2008
Preferences - Concrete Design - Italian DM 14-2-92
Preferences - Concrete Design - KCI-1999
Preferences - Concrete Design - Mexican RCDF 2004
Preferences - Concrete Design - Mexican RCDF 2001
Preferences - Concrete Design - NZS 3101-06
Preferences - Concrete Design - NZS 3101-95
Preferences - Concrete Design - Singapore CP 65-99
Preferences - Concrete Design - TS 500-2000
Preferences - Concrete Design - UBC97
Preferences - Dimensional
Preferences - Steel Design - AASHTO-LRFD-2007
Preferences - Steel Design - AISC 360-10
Preferences - Steel Design - AISC360-05-IBC2006
Preferences - Steel Design - AISC-ASD01
Preferences - Steel Design - AISC-ASD89
Preferences - Steel Design - AISC-LRFD93
Preferences - Steel Design - AISC-LRFD99
Preferences - Steel Design - API RP2A-LRFD 97
Preferences - Steel Design - API RP2A-WSD2000
Preferences - Steel Design - ASCE 10-97
Preferences - Steel Design - AS 4100-1998
Preferences - Steel Design - BS5950 2000
Preferences - Steel Design - BS5950 90
Preferences - Steel Design - CAN-CSA-S16-01
Preferences - Steel Design - CSA-S16-09
Preferences - Steel Design - Chinese 2010
Preferences - Steel Design - CISC 95
Preferences - Steel Design - EUROCODE 3-1993
Preferences - Steel Design - Eurocode 3-2005
Preferences - Steel Design - Indian IS 800:2007
Preferences - Steel Design - Indian IS:800-1998
Preferences - Steel Design - Italian NTC 2008
Preferences - Steel Design - Italian UNI 10011
Preferences - Steel Design - NZS 3404-1997
Preferences - Steel Design - Norsok N-004
Preferences - Steel Design - Norsok N-004 2013
Preferences - Steel Design - UBC97-ASD
Preferences - Steel Design - UBC97-LRFD
Program Control
Project Information
Pushover Parameters - ATC40
Pushover Parameters - Axis Data
Pushover Parameters - FEMA356
Pushover Parameters - FEMA440 Displacement Modification
Pushover Parameters - FEMA440 Equivalent Linearization
Pushover Parameters - FEMA440 Soil Structure Interaction
Pushover Parameters - Force Displacement
Rebar Sizes
SD Stress-Strain 01 - Rebar Park
SD Stress-Strain 02 - Rebar Simple
SD Stress-Strain 03 - Structural Steel
SD Stress-Strain 04 - Concrete Simple
SD Stress-Strain 05 - Concrete Mander Unconfined
SD Stress-Strain 06 - Concrete Mander Confined Circle
SD Stress-Strain 07 - Concrete Mander Confined Rectangle
Section Cuts 1 - General
Section Cuts 2 - Advanced Local Axes
Section Cuts 3 - Quadrilateral Definitions
Section Designer Properties 01 - General
Section Designer Properties 02 - Reinforcing At Shape Edges
Section Designer Properties 03 - Reinforcing At Shape Corners
Section Designer Properties 04 - Shape I/Wide Flange
Section Designer Properties 05 - Shape Channel
Section Designer Properties 06 - Shape Tee
Section Designer Properties 07 - Shape Angle
Section Designer Properties 08 - Shape Double Angle
Section Designer Properties 09 - Shape Box/Tube
Section Designer Properties 10 - Shape Pipe
Section Designer Properties 11 - Shape Plate
Section Designer Properties 12 - Shape Solid Rectangle
Section Designer Properties 13 - Shape Solid Circle
Section Designer Properties 14 - Shape Solid Segment
Section Designer Properties 15 - Shape Solid Sector
Section Designer Properties 16 - Shape Polygon
Section Designer Properties 17 - Shape Reinforcing Single
Section Designer Properties 18 - Shape Reinforcing Line
Section Designer Properties 19 - Shape Reinforcing Rectangle
Section Designer Properties 20 - Shape Reinforcing Circle
Section Designer Properties 21 - Shape Reference Line
Section Designer Properties 22 - Shape Reference Circle
Section Designer Properties 23 - Shape Caltrans Square
Section Designer Properties 24 - Shape Caltrans Circle
Section Designer Properties 25 - Shape Caltrans Hexagon
Section Designer Properties 26 - Shape Caltrans Octagon
Section Designer Properties 27 - Caltrans Longitudinal Rebar
Section Designer Properties 28 - Caltrans Longitudinal Tendons
Section Designer Properties 29 - Caltrans Confinement Rebar
Section Designer Properties 30 - Fiber General
Section Designer Properties 31 - Stress Point
Solid Auto Mesh Assignments
Solid Bridge Object Flags
Solid Edge Constraint Assignments
Solid Loads - Gravity
Solid Loads - Pore Pressure
Solid Loads - Strain
Solid Loads - Surface Pressure
Solid Loads - Temperature
Solid Local Axes Assignments 1 - Typical
Solid Local Axes Assignments 2 - Advanced
Solid Material Temperatures
Solid Property Assignments
Solid Property Definitions
Solid Property Definitions - Bridge Object Flags
Solid Spring Assignments
Solid Vehicle Response Component Overwrites
Steel Frame Design Lateral Displacement Targets
Steel Frame Design Time Period Targets
Tables Automatically Saved After Analysis
Tendon Bridge Object Flags
Tendon Layout Data 01 - General
Tendon Layout Data 02 - Segments
Tendon Loads - Deformation
Tendon Loads - Gravity
Tendon Loads - Strain
Tendon Loads - Target Force
Tendon Loads - Temperature
Tendon Loads - Tension Force Or Stress
Tendon Local Axes Assignments 1 - Typical
Tendon Material Temperatures
Tendon Section Assignments
Tendon Section Definitions
Tendon Section Definitions - Bridge Object Flags
Tendon Tension And Compression Limits
Tendon Vehicle Response Component Overwrites
Vehicles 1 - Standard Vehicles
Vehicles 2 - General Vehicles 1 - General
Vehicles 3 - General Vehicles 2 - Loads
Vehicles 4 - Vehicle Classes
Vehicles 5 - Vehicle Length Effect Factors
Assembled Joint Masses
Base Reactions
Bridge Object Forces
Bridge Object Girder Forces
Buckling Factors
Element Deformations - Links
Element Deformations - Panel Zones
Element Virtual Work
Element Forces - Area Shells
Element Forces - Frames
Element Forces - Links
Element Forces - Panel Zones
Element Joint Forces - Areas
Element Joint Forces - Frames
Element Joint Forces - Links
Element Joint Forces - Solids
Element Stresses - Frames
Element Stresses - Area Asolids
Element Stresses - Area Planes
Element Stresses - Area Shells
Element Stresses - Area Shell Layers
Element Stresses - Solids
Frame Fiber Hinge States 01 - Overall Hinge
Frame Fiber Hinge States 02 - Individual Fibers
Frame Hinge States
Joint Accelerations - Absolute
Joint Accelerations - Relative
Joint Displacements
Joint Displacements - Absolute
Joint Displacements - Generalized
Joint Reactions
Joint Time History Response Spectra
Joint Velocities - Absolute
Joint Velocities - Relative
Modal Load Participation Ratios
Modal Participating Mass Ratios
Modal Participation Factors
Modal Periods And Frequencies
Objects And Elements - Areas
Objects And Elements - Frames
Objects And Elements - Joints
Objects And Elements - Links
Objects And Elements - Solids
Plot Function Traces
Pushover Results - Force Displacement
Pushover Results - ATC40
Pushover Results - FEMA356
Pushover Results - FEMA440 Displacement Modification
Pushover Results - FEMA440 Equivalent Linearization
Response Spectrum Modal Information
Response Spectrum Modal Information - Displacement Loading
Section Cut Forces - Analysis
Section Cut Forces - Design
Total Energy Components
Aluminum Design 1 - Summary Data - AA-ASD 2000
Aluminum Design 1 - Summary Data - AA-LRFD 2000
Aluminum Design 2 - PMM Details - AA-ASD 2000
Aluminum Design 2 - PMM Details - AA-LRFD 2000
Aluminum Design 3 - Shear Details - AA-ASD 2000
Aluminum Design 3 - Shear Details - AA-LRFD 2000
Aluminum Design 4 - Buckling Constants - AA-ASD 2000
Aluminum Design 4 - Buckling Constants - AA-LRFD 2000
Aluminum Details 1 - Summary Data - AA-ASD 2000
Aluminum Details 1 - Summary Data - AA-LRFD 2000
Aluminum Details 2 - PMM Details - AA-ASD 2000
Aluminum Details 2 - PMM Details - AA-LRFD 2000
Aluminum Details 3 - Shear Details - AA-ASD 2000
Aluminum Details 3 - Shear Details - AA-LRFD 2000
Aluminum Details 4 - Buckling Constants - AA-ASD 2000
Aluminum Details 4 - Buckling Constants - AA-LRFD 2000
API Punch Check 1 - Summary Data - API RP2A-LRFD 97
API Punch Check 1 - Summary Data - API RP2A-WSD2000
NS Punch Check 1 - Summary Data - Norsok N-004
NS Punch Check 1 - Summary Data - Norsok N-004 2013
API Punch Check 2 - Nominal Load Method - API RP2A-LRFD 97
API Punch Check 2 - Punching Shear Method - API RP2A-WSD2000
API Punch Check 2 - Nominal Load Method - API RP2A-WSD2000
NS Punch Check 2 - Norsok N-004
NS Punch Check 2 - Norsok N-004 2013
API Punch Details 1 - Summary Data - API RP2A-LRFD 97
API Punch Details 1 - Summary Data - API RP2A-WSD2000
NS Punch Details 1 - Summary Data - Norsok N-004
NS Punch Details 1 - Summary Data - Norsok N-004 2013
API Punch Details 2 - Nominal Load Method - API RP2A-LRFD 97
API Punch Details 2 - Punching Shear Method - API RP2A-WSD2000
API Punch Details 2 - Nominal Load Method - API RP2A-WSD2000
NS Punch Details 2 - Norsok N-004
NS Punch Details 2 - Norsok N-004 2013
Bridge Seismic Design 01 - Bent D-C
Bridge Seismic Design 02 - Bent Column Force Demand
Bridge Seismic Design 03 - Bent Column Idealized Moment Capacity
Bridge Seismic Design 04 - Bent Column Cracked Properties
Bridge Seismic Design 05 - Support Bearing Demand - Forces
Bridge Seismic Design 06 - Support Bearing Demand - Deformations
Bridge Seismic Design 07 - Support Length Demand - Unscaled
Bridge Super Design - Design Result Status
Bridge Super Design AASHTOSTD02 01 - CBoxStress
Bridge Super Design AASHTOLRFD07 01 - CBoxStress
Bridge Super Design AASHTOLRFD07 02 - CBoxShear-SectProp
Bridge Super Design AASHTOLRFD07 03 - CBoxShear-SectResult
Bridge Super Design AASHTOLRFD07 04 - CBoxShear-WebProp
Bridge Super Design AASHTOLRFD07 05 - CBoxShear-WebResult
Bridge Super Design AASHTOLRFD07 06 - CBoxFlexure
Bridge Super Design AASHTOLRFD07 07 - CBoxPrinc
Bridge Super Design AASHTOLRFD07 08 - PCCompStress
Bridge Super Design AASHTOLRFD07 09 - PCCompShear-Prop
Bridge Super Design AASHTOLRFD07 10 - PCCompShear-Result
Bridge Super Design AASHTOLRFD07 11 - PCCompFlexure
Bridge Super Design AASHTOLRFD07 12 - CBox2Stress
Bridge Super Design AASHTOLRFD07 13 - CBox2Shear-Prop
Bridge Super Design AASHTOLRFD07 14 - CBox2Shear-Result
Bridge Super Design AASHTOLRFD07 15 - CBox2Flexure
Bridge Super Design AASHTOLRFD07 16 - SteelICompStrgth-Prop
Bridge Super Design AASHTOLRFD07 17 - SteelICompStrgth-FlxPs
Bridge Super Design AASHTOLRFD07 18 - SteelICompStrgth-FlxNg
Bridge Super Design AASHTOLRFD07 19 - SteelICompStrgth-Shear
Bridge Super Design AASHTOLRFD07 20 - SteelICompServ-Prop
Bridge Super Design AASHTOLRFD07 21 - SteelICompServ-FlxPs
Bridge Super Design AASHTOLRFD07 22 - SteelICompServ-FlxNg
Bridge Super Design AASHTOLRFD07 23 - SteelICompWebFatigue
Bridge Super Design AASHTOLRFD07 24 - SteelICompCstrStg-Prop
Bridge Super Design AASHTOLRFD07 25 - SteelICompCstrStg-FlxPs
Bridge Super Design AASHTOLRFD07 26 - SteelICompCstrStg-FlxNg
Bridge Super Design AASHTOLRFD07 27 - SteelICompCstrStg-Shear
Bridge Super Design AASHTOLRFD07 28 - SteelICompCstrNStg-Prop
Bridge Super Design AASHTOLRFD07 29 - SteelICompCstrNStg-FlxPs
Bridge Super Design AASHTOLRFD07 30 - SteelICompCstrNStg-FlxNg
Bridge Super Design AASHTOLRFD07 31 - SteelICompCstrNStg-Shear
Bridge Super Design AASHTOLRFD12 01 - CBoxStress
Bridge Super Design AASHTOLRFD12 02 - CBoxShear-SectProp
Bridge Super Design AASHTOLRFD12 03 - CBoxShear-SectResult
Bridge Super Design AASHTOLRFD12 04 - CBoxShear-WebProp
Bridge Super Design AASHTOLRFD12 05 - CBoxShear-WebResult
Bridge Super Design AASHTOLRFD12 06 - CBoxFlexure
Bridge Super Design AASHTOLRFD12 07 - CBoxPrinc
Bridge Super Design AASHTOLRFD12 08 - PCCompStress
Bridge Super Design AASHTOLRFD12 09 - PCCompShear-Prop
Bridge Super Design AASHTOLRFD12 10 - PCCompShear-Result
Bridge Super Design AASHTOLRFD12 11 - PCCompFlexure
Bridge Super Design AASHTOLRFD12 12 - CBox2Stress
Bridge Super Design AASHTOLRFD12 13 - CBox2Shear-Prop
Bridge Super Design AASHTOLRFD12 14 - CBox2Shear-Result
Bridge Super Design AASHTOLRFD12 15 - CBox2Flexure
Bridge Super Design AASHTOLRFD12 16 - SteelICompStrgth-Prop
Bridge Super Design AASHTOLRFD12 17 - SteelICompStrgth-FlxPs
Bridge Super Design AASHTOLRFD12 18 - SteelICompStrgth-FlxNg
Bridge Super Design AASHTOLRFD12 19 - SteelICompStrgth-Shear
Bridge Super Design AASHTOLRFD12 20 - SteelICompServ-Prop
Bridge Super Design AASHTOLRFD12 21 - SteelICompServ-FlxPs
Bridge Super Design AASHTOLRFD12 22 - SteelICompServ-FlxNg
Bridge Super Design AASHTOLRFD12 23 - SteelICompWebFatigue
Bridge Super Design AASHTOLRFD12 24 - SteelICompCstrStg-Prop
Bridge Super Design AASHTOLRFD12 25 - SteelICompCstrStg-FlxPs
Bridge Super Design AASHTOLRFD12 26 - SteelICompCstrStg-FlxNg
Bridge Super Design AASHTOLRFD12 27 - SteelICompCstrStg-Shear
Bridge Super Design AASHTOLRFD12 28 - SteelICompCstrNStg-Prop
Bridge Super Design AASHTOLRFD12 29 - SteelICompCstrNStg-FlxPs
Bridge Super Design AASHTOLRFD12 30 - SteelICompCstrNStg-FlxNg
Bridge Super Design AASHTOLRFD12 31 - SteelICompCstrNStg-Shear
Bridge Super Design AASHTOLRFD12 32 - SteelUCompStrgth-Prop
Bridge Super Design AASHTOLRFD12 33 - SteelUCompStrgth-FlxPs
Bridge Super Design AASHTOLRFD12 34 - SteelUCompStrgth-FlxNg
Bridge Super Design AASHTOLRFD12 35 - SteelUCompStrgth-Shear
Bridge Super Design AASHTOLRFD12 36 - SteelUCompServ-Prop
Bridge Super Design AASHTOLRFD12 37 - SteelUCompServ-FlxPs
Bridge Super Design AASHTOLRFD12 38 - SteelUCompServ-FlxNg
Bridge Super Design AASHTOLRFD12 39 - SteelUCompWebFatigue
Bridge Super Design AASHTOLRFD12 40 - SteelUCompCstrStg-Prop
Bridge Super Design AASHTOLRFD12 41 - SteelUCompCstrStg-FlxPs
Bridge Super Design AASHTOLRFD12 42 - SteelUCompCstrStg-FlxNg
Bridge Super Design AASHTOLRFD12 43 - SteelUCompCstrStg-Shear
Bridge Super Design AASHTOLRFD12 44 - SteelUCompCstrNStg-Prop
Bridge Super Design AASHTOLRFD12 45 - SteelUCompCstrNStg-FlxPs
Bridge Super Design AASHTOLRFD12 46 - SteelUCompCstrNStg-FlxNg
Bridge Super Design AASHTOLRFD12 47 - SteelUCompCstrNStg-Shear
Bridge Super Design JTG-D62-2004 01 - CBoxStress
Bridge Super Design JTG-D62-2004 02 - CBoxCrkStress
Bridge Super Design JTG-D62-2004 03 - CBoxFlexure
Bridge Super Design JTG-D62-2004 04 - CBoxShear-SectProp
Bridge Super Design JTG-D62-2004 05 - CBoxShear-SectResult
Bridge Super Design JTG-D62-2004 06 - CBoxShear-WebProp
Bridge Super Design JTG-D62-2004 07 - CBoxShear-WebResult
Bridge Super Design JTG-D62-2004 08 - CBoxPrinc
Bridge Super Design JTG-D62-2004 09 - CBoxCrkPrinc
Bridge Super Design JTG-D62-2004 10 - CBoxTendonStress
Bridge Super Design JTG-D62-2004 11 - CBoxCrackWidth
Bridge Super Design CANCSAS606 01 - CBoxStress
Bridge Super Design CANCSAS606 02 - CBoxShear-Prop
Bridge Super Design CANCSAS606 03 - CBoxShear-Result
Bridge Super Design CANCSAS606 04 - CBoxFlexure
Bridge Super Design CANCSAS606 05 - CBox2Stress
Bridge Super Design CANCSAS606 06 - CBox2Shear-Prop
Bridge Super Design CANCSAS606 07 - CBox2Shear-Result
Bridge Super Design CANCSAS606 08 - CBox2Flexure
Bridge Super Design CANCSAS606 09 - PCCompStress
Bridge Super Design CANCSAS606 10 - PCCompShear-Prop
Bridge Super Design CANCSAS606 11 - PCCompShear-Result
Bridge Super Design CANCSAS606 12 - PCCompFlexure
Bridge Super Design CANCSAS606 13 - SteelICompStrgth-Prop
Bridge Super Design CANCSAS606 14 - SteelICompStrgth-FlxPos
Bridge Super Design CANCSAS606 15 - SteelICompStrgth-FlxNeg
Bridge Super Design CANCSAS606 16 - SteelICompStrgth-Shear
Bridge Super Design CANCSAS606 17 - SteelICompStrgth-FlxShrPos
Bridge Super Design CANCSAS606 18 - SteelICompStrgth-FlxShrNeg
Bridge Super Design CANCSAS606 19 - SteelICompServ-Prop
Bridge Super Design CANCSAS606 20 - SteelICompServ-FlxPos
Bridge Super Design CANCSAS606 21 - SteelICompServ-FlxNeg
Bridge Super Design CANCSAS606 22 - SteelICompCstrStg-Prop
Bridge Super Design CANCSAS606 23 - SteelICompCstrStg-FlxPos
Bridge Super Design CANCSAS606 24 - SteelICompCstrStg-FlxNeg
Bridge Super Design CANCSAS606 25 - SteelICompCstrStg-Shear
Bridge Super Design CANCSAS606 26 - SteelICompCstrStg-FlxShrPos
Bridge Super Design CANCSAS606 27 - SteelICompCstrStg-FlxShrNeg
Bridge Super Design CANCSAS606 28 - SteelICompCstrNStg-Prop
Bridge Super Design CANCSAS606 29 - SteelICompCstrNStg-FlxPos
Bridge Super Design CANCSAS606 30 - SteelICompCstrNStg-FlxNeg
Bridge Super Design CANCSAS606 31 - SteelICompCstrNStg-Shear
Bridge Super Design CANCSAS606 32 - SteelICompCstrNStg-FlxShrPos
Bridge Super Design CANCSAS606 33 - SteelICompCstrNStg-FlxShrNeg
Bridge Super Design CANCSAS606 34 - SteelUCompStrgth-Prop
Bridge Super Design CANCSAS606 35 - SteelUCompStrgth-FlxPos
Bridge Super Design CANCSAS606 36 - SteelUCompStrgth-FlxNeg
Bridge Super Design CANCSAS606 37 - SteelUCompStrgth-Shear
Bridge Super Design CANCSAS606 38 - SteelUCompStrgth-FlxShrPos
Bridge Super Design CANCSAS606 39 - SteelUCompStrgth-FlxShrNeg
Bridge Super Design CANCSAS606 40 - SteelUCompServ-Prop
Bridge Super Design CANCSAS606 41 - SteelUCompServ-FlxPos
Bridge Super Design CANCSAS606 42 - SteelUCompServ-FlxNeg
Bridge Super Design CANCSAS606 43 - SteelUCompCstrStg-Prop
Bridge Super Design CANCSAS606 44 - SteelUCompCstrStg-FlxPos
Bridge Super Design CANCSAS606 45 - SteelUCompCstrStg-FlxNeg
Bridge Super Design CANCSAS606 46 - SteelUCompCstrStg-Shear
Bridge Super Design CANCSAS606 47 - SteelUCompCstrStg-FlxShrPos
Bridge Super Design CANCSAS606 48 - SteelUCompCstrStg-FlxShrNeg
Bridge Super Design CANCSAS606 49 - SteelUCompCstrNStg-Prop
Bridge Super Design CANCSAS606 50 - SteelUCompCstrNStg-FlxPos
Bridge Super Design CANCSAS606 51 - SteelUCompCstrNStg-FlxNeg
Bridge Super Design CANCSAS606 52 - SteelUCompCstrNStg-Shear
Bridge Super Design CANCSAS606 53 - SteelUCompCstrNStg-FlxShrPos
Bridge Super Design CANCSAS606 54 - SteelUCompCstrNStg-FlxShrNeg
Bridge Super Design EUROCODE 01 - CBoxStress
Bridge Super Design EUROCODE 02 - CBoxShear-Prop
Bridge Super Design EUROCODE 03 - CBoxShear-Result
Bridge Super Design EUROCODE 04 - CBoxFlexure
Bridge Super Design EUROCODE 05 - CBox2Stress
Bridge Super Design EUROCODE 06 - CBox2Shear-Prop
Bridge Super Design EUROCODE 07 - CBox2Shear-Result
Bridge Super Design EUROCODE 08 - CBox2Flexure
Bridge Super Design EUROCODE 09 - PCCompStress
Bridge Super Design EUROCODE 10 - PCCompShear-Prop
Bridge Super Design EUROCODE 11 - PCCompShear-Result
Bridge Super Design EUROCODE 12 - PCCompFlexure
Bridge Super Design EUROCODE 13 - SteelICompUltimate-Prop
Bridge Super Design EUROCODE 14 - SteelICompUltimate-FlxPos
Bridge Super Design EUROCODE 15 - SteelICompUltimate-FlxNeg
Bridge Super Design EUROCODE 16 - SteelICompUltimate-Shear
Bridge Super Design EUROCODE 17 - SteelICompUltimate-FlxShrPos
Bridge Super Design EUROCODE 18 - SteelICompUltimate-FlxShrNeg
Bridge Super Design EUROCODE 19 - SteelICompServStress-Prop
Bridge Super Design EUROCODE 20 - SteelICompServStress-FlxPos
Bridge Super Design EUROCODE 21 - SteelICompServStress-FlxNeg
Bridge Super Design EUROCODE 22 - SteelICompServRebar-Prop
Bridge Super Design EUROCODE 23 - SteelICompServRebar-Min Rebar
Bridge Super Design EUROCODE 24 - SteelICompServRebar-Cracking
Bridge Super Design EUROCODE 25 - SteelICompCstrStg-Prop
Bridge Super Design EUROCODE 26 - SteelICompCstrStg-FlxPos
Bridge Super Design EUROCODE 27 - SteelICompCstrStg-FlxNeg
Bridge Super Design EUROCODE 28 - SteelICompCstrStg-Shear
Bridge Super Design EUROCODE 29 - SteelICompCstrStg-FlxShrPos
Bridge Super Design EUROCODE 30 - SteelICompCstrStg-FlxShrNeg
Bridge Super Design EUROCODE 31 - SteelICompCstrNStg-Prop
Bridge Super Design EUROCODE 32 - SteelICompCstrNStg-FlxPs
Bridge Super Design EUROCODE 33 - SteelICompCstrNStg-FlxNg
Bridge Super Design EUROCODE 34 - SteelICompCstrNStg-Shear
Bridge Super Design EUROCODE 35 - SteelICompCstrNStg-FlxShrPos
Bridge Super Design EUROCODE 36 - SteelICompCstrNStg-FlxShrNeg
Bridge Super Design EUROCODE 37 - SteelUCompUltimate-Prop
Bridge Super Design EUROCODE 38 - SteelUCompUltimate-FlxPos
Bridge Super Design EUROCODE 39 - SteelUCompUltimate-FlxNeg
Bridge Super Design EUROCODE 40 - SteelUCompUltimate-Shear
Bridge Super Design EUROCODE 41 - SteelUCompUltimate-FlxShrPos
Bridge Super Design EUROCODE 42 - SteelUCompUltimate-FlxShrNeg
Bridge Super Design EUROCODE 43 - SteelUCompServStress-Prop
Bridge Super Design EUROCODE 44 - SteelUCompServStress-FlxPos
Bridge Super Design EUROCODE 45 - SteelUCompServStress-FlxNeg
Bridge Super Design EUROCODE 46 - SteelUCompServRebar-Prop
Bridge Super Design EUROCODE 47 - SteelUCompServRebar-Min Rebar
Bridge Super Design EUROCODE 48 - SteelUCompServRebar-Cracking
Bridge Super Design EUROCODE 49 - SteelUCompCstrStg-Prop
Bridge Super Design EUROCODE 50 - SteelUCompCstrStg-FlxPos
Bridge Super Design EUROCODE 51 - SteelUCompCstrStg-FlxNeg
Bridge Super Design EUROCODE 52 - SteelUCompCstrStg-Shear
Bridge Super Design EUROCODE 53 - SteelUCompCstrStg-FlxShrPos
Bridge Super Design EUROCODE 54 - SteelUCompCstrStg-FlxShrNeg
Bridge Super Design EUROCODE 55 - SteelUCompCstrNStg-Prop
Bridge Super Design EUROCODE 56 - SteelUCompCstrNStg-FlxPs
Bridge Super Design EUROCODE 57 - SteelUCompCstrNStg-FlxNg
Bridge Super Design EUROCODE 58 - SteelUCompCstrNStg-Shear
Bridge Super Design EUROCODE 59 - SteelUCompCstrNStg-FlxShrPos
Bridge Super Design EUROCODE 60 - SteelUCompCstrNStg-FlxShrNeg
Bridge Super Design IRC-112-2011 01 - CBoxStress
Bridge Super Design IRC-112-2011 02 - CBoxShear-Prop
Bridge Super Design IRC-112-2011 03 - CBoxShear-Result
Bridge Super Design IRC-112-2011 04 - CBoxFlexure
Bridge Super Design IRC-112-2011 05 - CBox2Stress
Bridge Super Design IRC-112-2011 06 - CBox2Shear-Prop
Bridge Super Design IRC-112-2011 07 - CBox2Shear-Result
Bridge Super Design IRC-112-2011 08 - CBox2Flexure
Bridge Super Design IRC-112-2011 09 - PCCompStress
Bridge Super Design IRC-112-2011 10 - PCCompShear-Prop
Bridge Super Design IRC-112-2011 11 - PCCompShear-Result
Bridge Super Design IRC-112-2011 12 - PCCompFlexure
Bridge Super Design IRC-24-2010 13 - SteelICompStrgth-Prop
Bridge Super Design IRC-24-2010 14 - SteelICompStrgth-FlxPos
Bridge Super Design IRC-24-2010 15 - SteelICompStrgth-FlxNeg
Bridge Super Design IRC-24-2010 16 - SteelICompStrgth-Shear
Bridge Super Design IRC-24-2010 17 - SteelICompStrgth-FlxShrPos
Bridge Super Design IRC-24-2010 18 - SteelICompStrgth-FlxShrNeg
Bridge Super Design IRC-24-2010 19 - SteelICompService-Prop
Bridge Super Design IRC-24-2010 20 - SteelICompService-FlxPos
Bridge Super Design IRC-24-2010 21 - SteelICompService-FlxNeg
Bridge Super Design IRC-24-2010 22 - SteelICompRebar-Prop
Bridge Super Design IRC-24-2010 23 - SteelICompRebar-Min Rebar
Bridge Super Design IRC-24-2010 24 - SteelICompRebar-Cracking
Bridge Super Design IRC-24-2010 25 - SteelICompCstrStg-Prop
Bridge Super Design IRC-24-2010 26 - SteelICompCstrStg-FlxPos
Bridge Super Design IRC-24-2010 27 - SteelICompCstrStg-FlxNeg
Bridge Super Design IRC-24-2010 28 - SteelICompCstrStg-Shear
Bridge Super Design IRC-24-2010 29 - SteelICompCstrStg-FlxShrPos
Bridge Super Design IRC-24-2010 30 - SteelICompCstrStg-FlxShrNeg
Bridge Super Design IRC-24-2010 31 - SteelICompCstrNStg-Prop
Bridge Super Design IRC-24-2010 32 - SteelICompCstrNStg-FlxPs
Bridge Super Design IRC-24-2010 33 - SteelICompCstrNStg-FlxNg
Bridge Super Design IRC-24-2010 34 - SteelICompCstrNStg-Shear
Bridge Super Design IRC-24-2010 35 - SteelICompCstrNStg-FlxShrPs
Bridge Super Design IRC-24-2010 36 - SteelICompCstrNStg-FlxShrNg
Bridge Super Design IRC-24-2010 37 - SteelUCompStrgth-Prop
Bridge Super Design IRC-24-2010 38 - SteelUCompStrgth-FlxPos
Bridge Super Design IRC-24-2010 39 - SteelUCompStrgth-FlxNeg
Bridge Super Design IRC-24-2010 40 - SteelUCompStrgth-Shear
Bridge Super Design IRC-24-2010 41 - SteelUCompStrgth-FlxShrPos
Bridge Super Design IRC-24-2010 42 - SteelUCompStrgth-FlxShrNeg
Bridge Super Design IRC-24-2010 43 - SteelUCompService-Prop
Bridge Super Design IRC-24-2010 44 - SteelUCompService-FlxPos
Bridge Super Design IRC-24-2010 45 - SteelUCompService-FlxNeg
Bridge Super Design IRC-24-2010 46 - SteelUCompRebar-Prop
Bridge Super Design IRC-24-2010 47 - SteelUCompRebar-Min Rebar
Bridge Super Design IRC-24-2010 48 - SteelUCompRebar-Cracking
Bridge Super Design IRC-24-2010 49 - SteelUCompCstrStg-Prop
Bridge Super Design IRC-24-2010 50 - SteelUCompCstrStg-FlxPos
Bridge Super Design IRC-24-2010 51 - SteelUCompCstrStg-FlxNeg
Bridge Super Design IRC-24-2010 52 - SteelUCompCstrStg-Shear
Bridge Super Design IRC-24-2010 53 - SteelUCompCstrStg-FlxShrPos
Bridge Super Design IRC-24-2010 54 - SteelUCompCstrStg-FlxShrNeg
Bridge Super Design IRC-24-2010 55 - SteelUCompCstrNStg-Prop
Bridge Super Design IRC-24-2010 56 - SteelUCompCstrNStg-FlxPs
Bridge Super Design IRC-24-2010 57 - SteelUCompCstrNStg-FlxNg
Bridge Super Design IRC-24-2010 58 - SteelUCompCstrNStg-Shear
Bridge Super Design IRC-24-2010 59 - SteelUCompCstrNStg-FlxShrPs
Bridge Super Design IRC-24-2010 60 - SteelUCompCstrNStg-FlxShrNg
Bridge Super Design RussianSNiP 01 - CBoxStress
Bridge Super Design RussianSNiP 02 - CBoxShear-Prop
Bridge Super Design RussianSNiP 03 - CBoxShear-Result
Bridge Super Design RussianSNiP 04 - CBoxFlexure
Bridge Super Design RussianSNiP 05 - CBox2Stress
Bridge Super Design RussianSNiP 06 - CBox2Shear-Prop
Bridge Super Design RussianSNiP 07 - CBox2Shear-Result
Bridge Super Design RussianSNiP 08 - CBox2Flexure
Bridge Super Design RussianSNiP 09 - PCCompStress
Bridge Super Design RussianSNiP 10 - PCCompShear-Prop
Bridge Super Design RussianSNiP 11 - PCCompShear-Result
Bridge Super Design RussianSNiP 12 - PCCompFlexure
Bridge Super Rating - Rating Result Status
Bridge Super Rating AASHTOLRFD07 01 - CBoxFlexure-Prop
Bridge Super Rating AASHTOLRFD07 02 - CBoxFlexure-Rating
Bridge Super Rating AASHTOLRFD07 03 - CBoxMinRebar-Prop
Bridge Super Rating AASHTOLRFD07 04 - CBoxMinRebar-Rating
Bridge Super Rating AASHTOLRFD07 08 - CBox2Flexure-Prop
Bridge Super Rating AASHTOLRFD07 09 - CBox2Flexure-Rating
Bridge Super Rating AASHTOLRFD07 10 - CBox2MinRebar-Prop
Bridge Super Rating AASHTOLRFD07 11 - CBox2MinRebar-Rating
Bridge Super Rating AASHTOLRFD07 12 - CBox2Shear-Prop
Bridge Super Rating AASHTOLRFD07 13 - CBox2Shear-Result
Bridge Super Rating AASHTOLRFD07 14 - CBox2Shear-Rating
Bridge Super Rating AASHTOLRFD07 15 - PCCompFlexure-Prop
Bridge Super Rating AASHTOLRFD07 16 - PCCompFlexure-Rating
Bridge Super Rating AASHTOLRFD07 17 - PCCompMinRebar-Prop
Bridge Super Rating AASHTOLRFD07 18 - PCCompMinRebar-Rating
Bridge Super Rating AASHTOLRFD07 19 - PCCompShear-Prop
Bridge Super Rating AASHTOLRFD07 20 - PCCompShear-Result
Bridge Super Rating AASHTOLRFD07 21 - PCCompShear-Rating
Bridge Super Rating AASHTOLRFD07 22 - SteelINonCompStrgth-Prop
Bridge Super Rating AASHTOLRFD07 23 - SteelINonCompStrgth-Flx
Bridge Super Rating AASHTOLRFD07 24 - SteelINonCompStrgth-Shr
Bridge Super Rating AASHTOLRFD07 25 - SteelINonCompServ-Prop
Bridge Super Rating AASHTOLRFD07 26 - SteelINonCompServ-Flx
Bridge Super Rating AASHTOLRFD07 27 - SteelICompStrgth-Prop
Bridge Super Rating AASHTOLRFD07 28 - SteelICompStrgth-Flx
Bridge Super Rating AASHTOLRFD07 29 - SteelICompStrgth-Shr
Bridge Super Rating AASHTOLRFD07 30 - SteelICompServ-Prop
Bridge Super Rating AASHTOLRFD07 31 - SteelICompServ-Flx
Bridge Super Rating AASHTORATE11 01 - CBoxFlexure-Prop
Bridge Super Rating AASHTORATE11 02 - CBoxFlexure-Rating
Bridge Super Rating AASHTORATE11 03 - CBoxMinRebar-Prop
Bridge Super Rating AASHTORATE11 04 - CBoxMinRebar-Rating
Bridge Super Rating AASHTORATE11 08 - CBox2Flexure-Prop
Bridge Super Rating AASHTORATE11 09 - CBox2Flexure-Rating
Bridge Super Rating AASHTORATE11 10 - CBox2MinRebar-Prop
Bridge Super Rating AASHTORATE11 11 - CBox2MinRebar-Rating
Bridge Super Rating AASHTORATE11 12 - CBox2Shear-Prop
Bridge Super Rating AASHTORATE11 13 - CBox2Shear-Result
Bridge Super Rating AASHTORATE11 14 - CBox2Shear-Rating
Bridge Super Rating AASHTORATE11 15 - PCCompFlexure-Prop
Bridge Super Rating AASHTORATE11 16 - PCCompFlexure-Rating
Bridge Super Rating AASHTORATE11 17 - PCCompMinRebar-Prop
Bridge Super Rating AASHTORATE11 18 - PCCompMinRebar-Rating
Bridge Super Rating AASHTORATE11 19 - PCCompShear-Prop
Bridge Super Rating AASHTORATE11 20 - PCCompShear-Result
Bridge Super Rating AASHTORATE11 21 - PCCompShear-Rating
Bridge Super Rating AASHTORATE11 22 - SteelINonCompStrgth-Prop
Bridge Super Rating AASHTORATE11 23 - SteelINonCompStrgth-Flx
Bridge Super Rating AASHTORATE11 24 - SteelINonCompStrgth-Shr
Bridge Super Rating AASHTORATE11 25 - SteelINonCompServ-Prop
Bridge Super Rating AASHTORATE11 26 - SteelINonCompServ-Flx
Bridge Super Rating AASHTORATE11 27 - SteelICompStrgth-Prop
Bridge Super Rating AASHTORATE11 28 - SteelICompStrgth-Flx
Bridge Super Rating AASHTORATE11 29 - SteelICompStrgth-Shr
Bridge Super Rating AASHTORATE11 30 - SteelICompServ-Prop
Bridge Super Rating AASHTORATE11 31 - SteelICompServ-Flx
Cold Formed Design 1 - Summary Data - AISI-ASD96
Cold Formed Design 1 - Summary Data - AISI-LRFD96
Cold Formed Design 2 - PMM Details - AISI-ASD96
Cold Formed Design 2 - PMM Details - AISI-LRFD96
Cold Formed Design 3 - Shear Details - AISI-ASD96
Cold Formed Design 3 - Shear Details - AISI-LRFD96
Cold Formed Details 1 - Summary Data - AISI-ASD96
Cold Formed Details 1 - Summary Data - AISI-LRFD96
Cold Formed Details 2 - PMM Details - AISI-ASD96
Cold Formed Details 2 - PMM Details - AISI-LRFD96
Cold Formed Details 3 - Shear Details - AISI-ASD96
Cold Formed Details 3 - Shear Details - AISI-LRFD96
Concrete Design 1 - Column Summary Data - AASHTO Concrete 07
Concrete Design 1 - Column Summary Data - ACI 318-02
Concrete Design 1 - Column Summary Data - ACI 318-05/IBC2003
Concrete Design 1 - Column Summary Data - ACI 318-08/IBC2009
Concrete Design 1 - Column Summary Data - ACI 318-11
Concrete Design 1 - Column Summary Data - ACI 318-99
Concrete Design 1 - Column Summary Data - AS 3600-09
Concrete Design 1 - Column Summary Data - AS 3600-01
Concrete Design 1 - Column Summary Data - BS8110 89
Concrete Design 1 - Column Summary Data - BS8110 97
Concrete Design 1 - Column Summary Data - Chinese 2010
Concrete Design 1 - Column Summary Data - CSA A233-04
Concrete Design 1 - Column Summary Data - CSA-A233-94
Concrete Design 1 - Column Summary Data - EUROCODE 2-1992
Concrete Design 1 - Column Summary Data - Eurocode 2-2004
Concrete Design 1 - Column Summary Data - Hong Kong CP 2013
Concrete Design 1 - Column Summary Data - Hong Kong CP 2004
Concrete Design 1 - Column Summary Data - Indian IS 456-2000
Concrete Design 1 - Column Summary Data - Italian NTC 2008
Concrete Design 1 - Column Summary Data - Italian DM 14-2-92
Concrete Design 1 - Column Summary Data - KCI-1999
Concrete Design 1 - Column Summary Data - Mexican RCDF 2004
Concrete Design 1 - Column Summary Data - Mexican RCDF 2001
Concrete Design 1 - Column Summary Data - NZS 3101-06
Concrete Design 1 - Column Summary Data - NZS 3101-95
Concrete Design 1 - Column Summary Data - Singapore CP 65:99
Concrete Design 1 - Column Summary Data - TS 500-2000
Concrete Design 1 - Column Summary Data - UBC97
Concrete Design 2 - Beam Summary Data - AASHTO Concrete 07
Concrete Design 2 - Beam Summary Data - ACI 318-02
Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003
Concrete Design 2 - Beam Summary Data - ACI 318-08/IBC2009
Concrete Design 2 - Beam Summary Data - ACI 318-11
Concrete Design 2 - Beam Summary Data - ACI 318-99
Concrete Design 2 - Beam Summary Data - AS 3600-09
Concrete Design 2 - Beam Summary Data - AS 3600-01
Concrete Design 2 - Beam Summary Data - BS8110 89
Concrete Design 2 - Beam Summary Data - BS8110 97
Concrete Design 2 - Beam Summary Data - Chinese 2010
Concrete Design 2 - Beam Summary Data - CSA A233-04
Concrete Design 2 - Beam Summary Data - CSA-A233-94
Concrete Design 2 - Beam Summary Data - EUROCODE 2-1992
Concrete Design 2 - Beam Summary Data - Eurocode 2-2004
Concrete Design 2 - Beam Summary Data - Hong Kong CP 2013
Concrete Design 2 - Beam Summary Data - Hong Kong CP 2004
Concrete Design 2 - Beam Summary Data - Indian IS 456-2000
Concrete Design 2 - Beam Summary Data - Italian NTC 2008
Concrete Design 2 - Beam Summary Data - Italian DM 14-2-92
Concrete Design 2 - Beam Summary Data - KCI-1999
Concrete Design 2 - Beam Summary Data - Mexican RCDF 2004
Concrete Design 2 - Beam Summary Data - Mexican RCDF 2001
Concrete Design 2 - Beam Summary Data - NZS 3101-06
Concrete Design 2 - Beam Summary Data - NZS 3101-95
Concrete Design 2 - Beam Summary Data - Singapore CP 65:99
Concrete Design 2 - Beam Summary Data - TS 500-2000
Concrete Design 2 - Beam Summary Data - UBC97
Concrete Design 3 - Joint Summary Data - ACI 318-02
Concrete Design 3 - Joint Summary Data - ACI 318-05/IBC2003
Concrete Design 3 - Joint Summary Data - ACI 318-08/IBC2009
Concrete Design 3 - Joint Summary Data - ACI 318-11
Concrete Design 3 - Joint Summary Data - ACI 318-99
Concrete Design 3 - Joint Summary Data - AS 3600-09
Concrete Design 3 - Joint Summary Data - AS 3600-01
Concrete Design 3 - Joint Summary Data - BS8110 89
Concrete Design 3 - Joint Summary Data - BS8110 97
Concrete Design 3 - Joint Summary Data - CSA A233-04
Concrete Design 3 - Joint Summary Data - CSA-A233-94
Concrete Design 3 - Joint Summary Data - EUROCODE 2-1992
Concrete Design 3 - Joint Summary Data - Eurocode 2-2004
Concrete Design 3 - Joint Summary Data - Hong Kong CP 2013
Concrete Design 3 - Joint Summary Data - Hong Kong CP 2004
Concrete Design 3 - Joint Summary Data - Indian IS 456-2000
Concrete Design 3 - Joint Summary Data - Italian NTC 2008
Concrete Design 3 - Joint Summary Data - Italian DM 14-2-92
Concrete Design 3 - Joint Summary Data - KCI-1999
Concrete Design 3 - Joint Summary Data - Mexican RCDF 2004
Concrete Design 3 - Joint Summary Data - Mexican RCDF 2001
Concrete Design 3 - Joint Summary Data - NZS 3101-06
Concrete Design 3 - Joint Summary Data - NZS 3101-95
Concrete Design 3 - Joint Summary Data - Singapore CP 65:99
Concrete Design 3 - Joint Summary Data - TS 500-2000
Concrete Design 3 - Joint Summary Data - UBC97
Concrete Details 1 - Column Summary Data - AASHTO Concrete 07
Concrete Details 1 - Column Summary Data - ACI 318-02
Concrete Details 1 - Column Summary Data - ACI 318-05/IBC2003
Concrete Details 1 - Column Summary Data - ACI 318-08/IBC2009
Concrete Details 1 - Column Summary Data - ACI 318-11
Concrete Details 1 - Column Summary Data - ACI 318-99
Concrete Details 1 - Column Summary Data - AS 3600-09
Concrete Details 1 - Column Summary Data - AS 3600-01
Concrete Details 1 - Column Summary Data - BS8110 89
Concrete Details 1 - Column Summary Data - BS8110 97
Concrete Details 1 - Column Summary Data - Chinese 2010
Concrete Details 1 - Column Summary Data - CSA A233-04
Concrete Details 1 - Column Summary Data - CSA-A233-94
Concrete Details 1 - Column Summary Data - EUROCODE 2-1992
Concrete Details 1 - Column Summary Data - Eurocode 2-2004
Concrete Details 1 - Column Summary Data - Hong Kong CP 2013
Concrete Details 1 - Column Summary Data - Hong Kong CP 2004
Concrete Details 1 - Column Summary Data - Indian IS 456-2000
Concrete Details 1 - Column Summary Data - Italian NTC 2008
Concrete Details 1 - Column Summary Data - Italian DM 14-2-92
Concrete Details 1 - Column Summary Data - KCI-1999
Concrete Details 1 - Column Summary Data - Mexican RCDF 2004
Concrete Details 1 - Column Summary Data - Mexican RCDF 2001
Concrete Details 1 - Column Summary Data - NZS 3101-06
Concrete Details 1 - Column Summary Data - NZS 3101-95
Concrete Details 1 - Column Summary Data - Singapore CP 65:99
Concrete Details 1 - Column Summary Data - TS 500-2000
Concrete Details 1 - Column Summary Data - UBC97
Concrete Details 2 - Beam Summary Data - AASHTO Concrete 07
Concrete Details 2 - Beam Summary Data - ACI 318-02
Concrete Details 2 - Beam Summary Data - ACI 318-05/IBC2003
Concrete Details 2 - Beam Summary Data - ACI 318-08/IBC2009
Concrete Details 2 - Beam Summary Data - ACI 318-11
Concrete Details 2 - Beam Summary Data - ACI 318-99
Concrete Details 2 - Beam Summary Data - AS 3600-09
Concrete Details 2 - Beam Summary Data - AS 3600-01
Concrete Details 2 - Beam Summary Data - BS8110 89
Concrete Details 2 - Beam Summary Data - BS8110 97
Concrete Details 2 - Beam Summary Data - Chinese 2010
Concrete Details 2 - Beam Summary Data - CSA A233-04
Concrete Details 2 - Beam Summary Data - CSA-A233-94
Concrete Details 2 - Beam Summary Data - EUROCODE 2-1992
Concrete Details 2 - Beam Summary Data - Eurocode 2-2004
Concrete Details 2 - Beam Summary Data - Hong Kong CP 2013
Concrete Details 2 - Beam Summary Data - Hong Kong CP 2004
Concrete Details 2 - Beam Summary Data - Indian IS 456-2000
Concrete Details 2 - Beam Summary Data - Italian NTC 2008
Concrete Details 2 - Beam Summary Data - Italian DM 14-2-92
Concrete Details 2 - Beam Summary Data - KCI-1999
Concrete Details 2 - Beam Summary Data - Mexican RCDF 2004
Concrete Details 2 - Beam Summary Data - Mexican RCDF 2001
Concrete Details 2 - Beam Summary Data - NZS 3101-95
Concrete Details 2 - Beam Summary Data - Singapore CP 65:99
Concrete Details 2 - Beam Summary Data - TS 500-2000
Concrete Details 2 - Beam Summary Data - UBC97
Concrete Details 3 - Joint Summary Data - ACI 318-02
Concrete Details 3 - Joint Summary Data - ACI 318-05/IBC2003
Concrete Details 3 - Joint Summary Data - ACI 318-08/IBC2009
Concrete Details 3 - Joint Summary Data - ACI 318-11
Concrete Details 3 - Joint Summary Data - ACI 318-99
Concrete Details 3 - Joint Summary Data - AS 3600-09
Concrete Details 3 - Joint Summary Data - AS 3600-01
Concrete Details 3 - Joint Summary Data - BS8110 89
Concrete Details 3 - Joint Summary Data - BS8110 97
Concrete Details 3 - Joint Summary Data - CSA A233-04
Concrete Details 3 - Joint Summary Data - CSA-A233-94
Concrete Details 3 - Joint Summary Data - EUROCODE 2-1992
Concrete Details 3 - Joint Summary Data - Eurocode 2-2004
Concrete Details 3 - Joint Summary Data - Hong Kong CP 2013
Concrete Details 3 - Joint Summary Data - Hong Kong CP 2004
Concrete Details 3 - Joint Summary Data - Indian IS 456-2000
Concrete Details 3 - Joint Summary Data - Italian NTC 2008
Concrete Details 3 - Joint Summary Data - Italian DM 14-2-92
Concrete Details 3 - Joint Summary Data - KCI-1999
Concrete Details 3 - Joint Summary Data - Mexican RCDF 2004
Concrete Details 3 - Joint Summary Data - Mexican RCDF 2001
Concrete Details 3 - Joint Summary Data - NZS 3101-06
Concrete Details 3 - Joint Summary Data - NZS 3101-95
Concrete Details 3 - Joint Summary Data - Singapore CP 65:99
Concrete Details 3 - Joint Summary Data - TS 500-2000
Concrete Details 3 - Joint Summary Data - UBC97
Steel Design 1 - Summary Data - AASHTO-LRFD-2007
Steel Design 1 - Summary Data - AISC 360-10
Steel Design 1 - Summary Data - AISC360-05-IBC2006
Steel Design 1 - Summary Data - AISC-ASD01
Steel Design 1 - Summary Data - AISC-ASD89
Steel Design 1 - Summary Data - AISC-LRFD93
Steel Design 1 - Summary Data - AISC-LRFD99
Steel Design 1 - Summary Data - API RP2A-LRFD 97
Steel Design 1 - Summary Data - API RP2A-WSD2000
Steel Design 1 - Summary Data - AS 4100-1998
Steel Design 1 - Summary Data - ASCE 10-97
Steel Design 1 - Summary Data - BS5950 2000
Steel Design 1 - Summary Data - BS5950 90
Steel Design 1 - Summary Data - Chinese 2010
Steel Design 1 - Summary Data - CAN/CSA-S16-01
Steel Design 1 - Summary Data - CSA-S16-09
Steel Design 1 - Summary Data - CISC 95
Steel Design 1 - Summary Data - EUROCODE 3-1993
Steel Design 1 - Summary Data - Eurocode 3-2005
Steel Design 1 - Summary Data - Indian IS 800:2007
Steel Design 1 - Summary Data - Indian IS:800-1998
Steel Design 1 - Summary Data - Italian NTC 2008
Steel Design 1 - Summary Data - Italian UNI 10011
Steel Design 1 - Summary Data - NZS 3404-1997
Steel Design 1 - Summary Data - Norsok N-004
Steel Design 1 - Summary Data - Norsok N-004 2013
Steel Design 1 - Summary Data - UBC97-ASD
Steel Design 1 - Summary Data - UBC97-LRFD
Steel Design 2 - PMM Details - AASHTO-LRFD-2007
Steel Design 2 - PMM Details - AISC 360-10
Steel Design 2 - PMM Details - AISC360-05-IBC2006
Steel Design 2 - PMM Details - AISC-ASD01
Steel Design 2 - PMM Details - AISC-ASD89
Steel Design 2 - PMM Details - AISC-LRFD93
Steel Design 2 - PMM Details - AISC-LRFD99
Steel Design 2 - PMM Details - API RP2A-LRFD 97
Steel Design 2 - PMM Details for Pipes - API RP2A-LRFD 97
Steel Design 2 - PMM Details - API RP2A-WSD2000
Steel Design 2 - PMM Details for Pipes - API RP2A-WSD2000
Steel Design 2 - PMM Details - AS 4100-1998
Steel Design 2 - PMM Details - ASCE 10-97
Steel Design 2 - PMM Details for Angles - ASCE 10-97
Steel Design 2 - PMM Details - BS5950 2000
Steel Design 2 - PMM Details - BS5950 90
Steel Design 2 - PMM Details - Chinese 2010
Steel Design 2 - PMM Details - CSA-S16-09
Steel Design 2 - PMM Details - CAN/CSA-S16-01
Steel Design 2 - PMM Details - CISC 95
Steel Design 2 - PMM Details - EUROCODE 3-1993
Steel Design 2 - PMM Details - Eurocode 3-2005
Steel Design 2 - PMM Details - Indian IS 800:2007
Steel Design 2 - PMM Details - Indian IS:800-1998
Steel Design 2 - PMM Details - Italian NTC 2008
Steel Design 2 - PMM Details - Italian UNI 10011
Steel Design 2 - PMM Details - NZS 3404-1997
Steel Design 2 - PMM Details - Norsok N-004
Steel Design 2 - PMM Details for Pipes - Norsok N-004
Steel Design 2 - PMM Details - Norsok N-004 2013
Steel Design 2 - PMM Details for Pipes - Norsok N-004 2013
Steel Design 2 - PMM Details - UBC97-ASD
Steel Design 2 - PMM Details - UBC97-LRFD
Steel Design 3 - Shear Details - AASHTO-LRFD-2007
Steel Design 3 - Shear Details - AISC 360-10
Steel Design 3 - Shear Details - AISC360-05-IBC2006
Steel Design 3 - Shear Details - AISC-ASD01
Steel Design 3 - Shear Details - AISC-ASD89
Steel Design 3 - Shear Details - AISC-LRFD93
Steel Design 3 - Shear Details - AISC-LRFD99
Steel Design 3 - Shear Details - API RP2A-LRFD 97
Steel Design 3 - Shear Details - API RP2A-WSD2000
Steel Design 3 - Shear Details - AS 4100-1998
Steel Design 3 - Shear Details - ASCE 10-97
Steel Design 3 - Shear Details for Angles - ASCE 10-97
Steel Design 3 - Shear Details - BS5950 2000
Steel Design 3 - Shear Details - BS5950 90
Steel Design 3 - Shear Details - Chinese 2010
Steel Design 3 - Shear Details - CSA-S16-09
Steel Design 3 - Shear Details - CAN/CSA-S16-01
Steel Design 3 - Shear Details - CISC 95
Steel Design 3 - Shear Details - EUROCODE 3-1993
Steel Design 3 - Shear Details - Eurocode 3-2005
Steel Design 3 - Shear Details - Indian IS 800:2007
Steel Design 3 - Average Shear Details - Indian IS:800-1998
Steel Design 3 - Shear Details - Italian NTC 2008
Steel Design 3 - Shear Details - Italian UNI 10011
Steel Design 3 - Shear Details - NZS 3404-1997
Steel Design 3 - Shear Details - Norsok N-004
Steel Design 3 - Shear Details - Norsok N-004 2013
Steel Design 3 - Shear Details - UBC97-ASD
Steel Design 3 - Shear Details - UBC97-LRFD
Steel Design 4 - Continuity Plates - AASHTO-LRFD-2007
Steel Design 4 - Continuity Plates - AISC 360-10
Steel Design 4 - Continuity Plates - AISC360-05-IBC2006
Steel Design 4 - Continuity Plates - AISC-ASD01
Steel Design 4 - Continuity Plates - AISC-ASD89
Steel Design 4 - Continuity Plates - AISC-LRFD93
Steel Design 4 - Continuity Plates - AISC-LRFD99
Steel Design 4 - Continuity Plates - API RP2A-LRFD 97
Steel Design 4 - Continuity Plates - API RP2A-WSD2000
Steel Design 4 - Continuity Plates - AS 4100-1998
Steel Design 4 - Continuity Plates - ASCE 10-97
Steel Design 4 - Continuity Plates - BS5950 2000
Steel Design 4 - Continuity Plates - BS5950 90
Steel Design 4 - Continuity Plates - CSA-S16-09
Steel Design 4 - Continuity Plates - CAN/CSA-S16-01
Steel Design 4 - Continuity Plates - CISC 95
Steel Design 4 - Continuity Plates - EUROCODE 3-1993
Steel Design 4 - Continuity Plates - Eurocode 3-2005
Steel Design 4 - Continuity Plates - Indian IS 800:2007
Steel Design 4 - Maximum Shear Details - Indian IS:800-1998
Steel Design 4 - Continuity Plates - Italian NTC 2008
Steel Design 4 - Continuity Plates - Italian UNI 10011
Steel Design 4 - Continuity Plates - NZS 3404-1997
Steel Design 4 - Continuity Plates - Norsok N-004
Steel Design 4 - Continuity Plates - Norsok N-004 2013
Steel Design 4 - Continuity Plates - UBC97-ASD
Steel Design 4 - Continuity Plates - UBC97-LRFD
Steel Design 5 - Doubler Plates - AASHTO-LRFD-2007
Steel Design 5 - Doubler Plates - AISC 360-10
Steel Design 5 - Doubler Plates - AISC360-05-IBC2006
Steel Design 5 - Doubler Plates - AISC-ASD01
Steel Design 5 - Doubler Plates - AISC-ASD89
Steel Design 5 - Doubler Plates - AISC-LRFD93
Steel Design 5 - Doubler Plates - AISC-LRFD99
Steel Design 5 - Doubler Plates - API RP2A-LRFD 97
Steel Design 5 - Doubler Plates - API RP2A-WSD2000
Steel Design 5 - Doubler Plates - AS 4100-1998
Steel Design 5 - Doubler Plates - ASCE 10-97
Steel Design 5 - Doubler Plates - BS5950 2000
Steel Design 5 - Doubler Plates - BS5950 90
Steel Design 5 - Doubler Plates - CSA-S16-09
Steel Design 5 - Doubler Plates - CAN/CSA-S16-01
Steel Design 5 - Doubler Plates - CISC 95
Steel Design 5 - Doubler Plates - EUROCODE 3-1993
Steel Design 5 - Doubler Plates - Eurocode 3-2005
Steel Design 5 - Doubler Plates - Indian IS 800:2007
Steel Design 5 - Equivalent Stress Details - Indian IS:800-1998
Steel Design 5 - Doubler Plates - Italian NTC 2008
Steel Design 5 - Doubler Plates - Italian UNI 10011
Steel Design 5 - Doubler Plates - NZS 3404-1997
Steel Design 5 - Doubler Plates - Norsok N-004
Steel Design 5 - Doubler Plates - Norsok N-004 2013
Steel Design 5 - Doubler Plates - UBC97-ASD
Steel Design 5 - Doubler Plates - UBC97-LRFD
Steel Design 6 - Beam/Column Ratios - AASHTO-LRFD-2007
Steel Design 6 - Beam/Column Ratios - AISC 360-10
Steel Design 6 - Beam/Column Ratios - AISC360-05-IBC2006
Steel Design 6 - Beam/Column Ratios - AISC-ASD01
Steel Design 6 - Beam/Column Ratios - AISC-ASD89
Steel Design 6 - Beam/Column Ratios - AISC-LRFD93
Steel Design 6 - Beam/Column Ratios - AISC-LRFD99
Steel Design 6 - Beam/Column Ratios - API RP2A-LRFD 97
Steel Design 6 - Beam/Column Ratios - API RP2A-WSD2000
Steel Design 6 - Beam/Column Ratios - AS 4100-1998
Steel Design 6 - Beam/Column Ratios - ASCE 10-97
Steel Design 6 - Beam/Column Ratios - BS5950 2000
Steel Design 6 - Beam/Column Ratios - BS5950 90
Steel Design 6 - Beam/Column Ratios - CSA-S16-09
Steel Design 6 - Beam/Column Ratios - CAN/CSA-S16-01
Steel Design 6 - Beam/Column Ratios - CISC 95
Steel Design 6 - Beam/Column Ratios - EUROCODE 3-1993
Steel Design 6 - Beam/Column Ratios - Eurocode 3-2005
Steel Design 6 - Beam/Column Ratios - Indian IS 800:2007
Steel Design 6 - Beam/Column Ratios - Italian NTC 2008
Steel Design 6 - Beam/Column Ratios - Italian UNI 10011
Steel Design 6 - Beam/Column Ratios - NZS 3404-1997
Steel Design 6 - Beam/Column Ratios - Norsok N-004
Steel Design 6 - B
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