Page of

Hyper-Linked Contents

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