• Getting Started
    • GS. Welcome to STAAD.Pro
    • GS. Overview of the STAAD.Pro Environment
    • GS. About STAAD.Pro Documentation
      • GS. Using Online Help
      • GS. Documentation Conventions
      • GS. Where are the old manuals?
    • GS. About STAAD.Pro
      • GS. System Requirements
      • GS. Installation and Licensing
      • GS. STAAD.Pro License Options
      • GS. モデルの制限
    • GS. Fundamentals
      • GS.STAAD.Proの開始
      • GS. To create a new STAAD.Pro model
      • GS. To open a STAAD.Pro model
      • GS. Workflows in STAAD.Pro
        • To customize the workflows panel
      • GS. Selecting Objects in STAAD.Pro
      • GS. Units in STAAD.Pro
        • GS.To change the system units
        • GS. To set the current input units
        • GS. To convert units within a dialog field
        • GS. STAAD.Pro Converter utility
      • GS. Coordinates in STAAD.Pro
        • GS.Z軸を鉛直軸として使用するには
      • GS. Load Types in STAAD.Pro
      • GS. STAAD Input Files
      • GS. Object Properties Inspection
    • GS. Application Window Layout
      • GS. Start Page
        • GS. STAAD.Pro License Configuration dialog
        • GS. Application Configuration dialog
        • GS. To remove missing files from the recent files list
      • GS. Quick Access Toolbar
      • GS. Tool Search
      • GS. Page Control
      • GS.Data Area
      • GS. View Window
        • GS. Right-Click Pop-up Menu
        • GS. Right-Click View Tools menu
        • GS. Quick Commands Pop-up menu
      • GS. Status Bar
    • GS. Keyboard Shortcuts
    • GS.サービスおよびサポート情報
    • GS.原子力安全に関連する機能
  • What's New?
    • STAAD.Pro CONNECT Edition V22
      • CONNECT Edition V22 Update 8
        • RR 22.08.00-1 Features Affecting the General Program
          • RR 22.08.00-1.1 ProjectWise 365 Compatibility
        • RR 22.08.00-2 Features Affecting the Preprocessor
          • RR 22.08.00-2.1 Indian Wind Load Calculator per IS-875 (Part 3): 2015
          • RR 22.08.00-2.2 Chinese Wind Load Calculator Enhancements
          • RR 22.08.00-2.3 Modular Tank with Stepped Walls
          • RR 22.08.00-2.4 Group Management in SPPM
          • RR 22.08.00-2.5 Chinese Automatic Load Combination Enhancements
        • RR 22.08.00-3 Features Affecting the Analysis and Design Engine
          • RR 22.08.00-3.1 Steel Design per CSA S16 2019
        • RR 22.08.00-4 Features Affecting Post Processing
          • RR 22.08.00-4.1 RAM Connection Workflow Update
          • RR 22.08.00-4.2 Plate Stress Envelopes
          • RR 22.08.00-4.3 Custom Materials in Chinese Steel Design
          • RR 22.08.00-4.4 Multiple Parameters in Chinese Steel Design
      • CONNECT Edition V22 Update 7
        • RR 22.07.00-1 Features Affecting the General Program
          • RR 22.07.00-1.1 ASCE 7-2016 Load Combination Generation
        • RR 22.07.00-2 Features Affecting the Preprocessor
          • RR 22.07.00-2.1 Tapered Members in Physical Modeler
          • RR 22.07.00-2.2 Multiple Analyses in Physical Modeler
          • RR 22.07.00-2.3 Improved Structure Wizard in Physical Modeler
          • RR 22.07.00-2.4 Chinese Wind Load Calculator per GB 50009-2012
        • RR 22.07.00-3 Features Affecting the Analysis and Design Engine
          • RR 22.07.00-3.1 Response Spectra per GB 50011-2010
          • RR 22.07.00-3.2 Element Offsets Use with Additional Analysis Methods
        • RR 22.07.00-4 Features Affecting Post Processing
          • RR 22.07.00-4.1 Chinese Steel Design Workflow
      • CONNECT Edition V22 Update 6
        • RR 22.06.00-1 Features Affecting the General Program
          • RR 22.06.00-1.1 Improved Surface Mesh Workflow
          • RR 22.06.00-1.1 Ideas Submission Button
        • RR 22.06.00-2 Features Affecting the Preprocessor
          • RR 22.06.00-2.1 Physical Modeler Analysis Commands
          • RR 22.06.00-2.2 Surface Releases
          • RR 22.06.00-2.3 Modular Tank Structure Wizard
          • RR 22.06.00-2.4 Direct Analysis Properties
          • RR 22.06.00-2.5 iTwin Synchronizer
        • RR 22.06.00-3 Features Affecting the Analysis and Design Engine
          • RR 22.06.00-3.1 Element Offsets
          • RR 22.06.00-3.2 Design of Solid Rods per IS800
          • RR 22.06.00-3.3 Static Seismic Loading per GB50011-2010
          • RR 22.06.00-3.4 Design of Lipped Sections per AISI 2016
        • RR 22.06.00-4 Features Affecting Post Processing
          • RR 22.01.00-4.2 RAM Connection Workflow Update
      • CONNECT Edition V22 Update 5
        • RR 22.05.00-1 Features Affecting the General Program
          • RR 22.05.00-1.1 Model Seed File
          • RR 22.05.00-1.2 Auto-Recovery Enhancements
          • RR 22.05.00-1.3 iTwin Design Review Ad Hoc Method
          • RR 22.05.00-1.4 Cloud Analysis
        • RR 22.05.00-2 Features Affecting the Preprocessor
          • RR 22.05.00-2.1 Physical Modeler Automatic Load Combinations
          • RR 22.05.00-2.2 Notional Loads in the Physical Modeler
          • RR 22.05.00-2.3 Physical Modeler ASCE 7 Wind Loads
          • RR 22.05.00-2.4 Physical Modeler Node Relationships
          • RR 22.05.00-2.5 Physical Modeler Section Database
        • RR 22.05.00-3 Features Affecting the Analysis and Design Engine
          • RR 22.05.00-3.1 IS 800-2007 Seismic Detailing per Section 12
          • RR 22.05.00-3.2 SP 16.13330.2017 Steel Design
          • RR 22.05.00-3.3 Wind Loads per ASCE 7-16
        • RR 22.05.00-4 Features Affecting Post Processing
          • RR 22.05.00-4.1 General and UPT Shapes in 鋼材オートドラフタ
          • RR 22.05.00-4.2 SSDD Integration in STAAD.Pro
          • RR 22.05.00-4.2 RC Designer is Retired
          • RR 22.05.00-4.4 RAM Connection Workflow Update
      • CONNECT Edition V22 Update 4
        • RR 22.04.00-1 Features Affecting the General Program
          • RR 22.04.00-1.1 Workflow Navigation Buttons
          • RR 22.04.00-1.2 Workflow Display Customization
          • RR 22.04.00-1.3 Compare Restore Points
          • RR 22.04.00-1.4 Remove Missing Files from Recent Files List
        • RR 22.04.00-2 Features Affecting the Preprocessor
          • RR 22.04.00-2.1 Physical Modeler Move Tool
          • RR 22.04.00-2.2 Physical Modeler Reference Line Supports
        • RR 22.04.00-3 Features Affecting the Analysis and Design Engine
          • RR 22.04.00-3.1 Consolidation to Advanced Solver
          • RR 22.04.00-3.2 AISI S100-16 Cold Formed Steel Design
          • RR 22.04.00-3.3 IS 1893 2015 Part 4 Static Seismic Loads
          • RR 22.04.00-3.4 IS 1893 2015 Part 4 Response Spectra
          • RR 22.04.00-3.5 Eurocode 3 Belgian NA Updated to 2018
          • RR 22.04.00-3.6 SP 16.13330.2017 Steel Design
        • RR 22.04.00-4 Features Affecting Post Processing
          • RR 22.04.00-4.1 RAM Connection Templates in Connection Tags
          • RR 22.04.00-4.2 Prismatic Shapes in 鋼材オートドラフタ
      • CONNECT Edition V22 Update 3
        • RR 22.03.00-1 Features Affecting the Preprocessor
          • RR 22.03.00-1.1 Physical Modeler Surface Regions and Region Loads
          • RR 22.03.00-1.2 Physical Modeler Reference Lines and Loads
        • RR 22.03.00-2 Features Affecting Post Processing
          • RR 22.03.00-2.1 RAM Connection Workflow Update
          • RR 22.03.00-2.2 RCDC Features for STAAD.Pro License Users
      • CONNECT Edition V22 Update 2
        • RR 22.02.00-1 Features Affecting the General Program
          • RR 22.02.00-1.1 Temporary Folder for Analysis Over Network
          • RR 22.02.00-1.2 Updated Backup and Restore of Projects
          • RR 22.02.00-1.3 Chinese Steel Sections Update
        • RR 22.02.00-2 Features Affecting the Preprocessor
          • RR 22.02.00-2.1 Physical Modeler Snow Loads
          • RR 22.02.00-2.2 Physical Modeler Wind Loads
          • RR 22.02.00-2.3 Physical Modeler Temperature & Strain Loads
          • RR 22.02.00-2.4 Physical Modeler Variable Pressure and Hydrostatic Loads
          • RR 22.02.00-2.5 Physical Modeler Inclined Nodal Loads
          • RR 22.02.00-2.6 Physical Modeler Edit Surface Mode
        • RR 22.02.00-3 Features Affecting the Analysis and Design Engine
          • RR 22.01.00-3.3 IS 13920 2016 Seismic Joint Checks
          • RR 21.03.00-3.1 Response Spectra per IBC 2018 / ASCE 7-16
          • RR 22.01.00-3.3 ASCE 7 Seismic Irregularities Checks
        • RR 22.02.00-4 Features Affecting Post Processing
          • RR 22.02.00-4.1 RAM Connection Workflow Update
          • RR 22.02.00-4.2 Multiple Steel Design Results
          • RR 22.02.00-4.3 Results Along a Cut Line
      • CONNECT Edition V22 Update 1
        • RR 22.01.00-1 Features Affecting the General Program
          • RR 22.01.00-1.1 Reduced Section Properties per IS1893 2016
          • RR 22.01.00-1.2 Import General Sections from Section Wizard
        • RR 22.01.00-2 Features Affecting the Preprocessor
          • RR 22.01.00-2.1 Physical Modeler Static Seismic Loads
          • RR 22.01.00-2.2 Physical Modeler Response Spectra Loads
          • RR 22.01.00-2.3 Physical Modeler Time History Loads
        • RR 22.01.00-3 Features Affecting the Analysis and Design Engine
          • RR 22.01.00-3.1 Static Seismic Loads per IBC 2018 / ASCE 7-16
          • RR 22.01.00-3.2 IS 801 Cold-Formed Steel Design
          • RR 22.01.00-3.3 IS 1893 2016 Seismic Irregularities Checks
        • RR 22.01.00-4 Features Affecting Post Processing
          • RR 22.01.00-4.1 Steel AutoDrafter Workflow
          • RR 22.01.00-4.2 RAM Connection Workflow Update
      • CONNECT Edition V22
        • RR 22.00.00-1 Features Affecting the General Program
          • RR 22.00.00-1.1 CONNECT Licensing
          • RR 22.00.00-1.2 Structural Entitlements
    • STAAD.Pro CONNECT Edition
      • CONNECT Edition Update 3
        • RR 21.03.00-1 Features Affecting the General Program
          • RR 21.03.00-1.1 APL Apollo Structural Tube Sections
          • RR 21.03.00-1.2 Steel Grade A1085 Profiles in AISC 360-16 and 360-10
          • RR 21.03.00-1.3 Inclined Loads Input via Create New Load Items Dialog
        • RR 21.03.00-2 Features Affecting the Preprocessor
          • RR 21.03.00-2.1 Physical Modeling Load Cases and Combinations
          • RR 21.03.00-2.1 Physical Modeling Circular Openings
          • RR 21.03.00-2.3 Physical Modeling Connection Tags
          • RR 21.03.00-2.4 Miscellaneous Enhancements to the Physical Modeler
        • RR 21.03.00-2 Features Affecting the Analysis and Design Engine
          • RR 21.03.00-3.1 Static Seismic Loads per IBC 2015 / ASCE 7-10
          • RR 21.03.00-3.1 Response Spectra per IBC 2015 / ASCE 7-10
          • RR 21.03.00-3.3 Static Seismic Loads per IS 1893 2016
          • RR 21.03.00-3.3 Response Spectra Loads per IS 1893 2016
          • RR 21.03.00-3.5 Soft Story Checks per IS 1893 2016
          • RR 21.03.00-3.6 Design of I-Sections with Cover Plates for Torsion per AISC 360-16
          • RR 21.03.00-3.7 Concrete Design in Metric per ACI 318-14
          • RR 21.03.00-3.8 Concrete Design per IS13920-2016
        • RR 21.03.00-4 Features Affecting Post Processing
          • RR 21.03.00-4.1 Steel AutoDrafter Workflow
          • RR 21.03.00-4.2 Horizontal Brace Connection Design in Connection Design
      • CONNECT Edition Update 2
        • RR 21.00.02-1 Features Affecting the General Program
          • RR 21.00.02-1.1Select ribbon tab
          • RR 21.00.02-1.2 New Output Viewer
        • RR 21.00.02-2 Features Affecting the Analysis and Design Engine
          • RR 21.00.02-2.1 AISC 360-16
          • RR 21.00.02-2.2 ACI 318-14
          • RR 21.00.02-2.3 Russian Wind Load per SP 20.13330.2016
      • CONNECT Edition Update 1
        • RR 21.00.01-1 Features Affecting the General Program
          • RR 21.00.01-1.1 Share to ProjectWise
          • RR 21.00.01-1.2 Quick Commands
        • RR 21.00.01-2 Features Affecting the Preprocessor
          • RR 21.00.01-2.1 Ritz Vector Analysis with User-Defined Starting Load Vectors
        • RR 21.00.01-3 Features Affecting the Analysis and Design Engine
          • RR 21.00.01-3.1 AISC 360-16 Technical Preview
      • CONNECT Edition
        • RR 21.00.00-1 Features Affecting the General Program
          • RR 21.00.00-1.1 New User Interface
          • RR 21.00.00-1.2 CONNECT Advisor
          • RR 21.00.00-1.3 64-bit Analysis Engine
          • RR 21.00.00-1.4 Web Help
          • RR 21.00.00-1.5 STAAD.Pro Script Editor
        • RR 21.00.00-2 Features Affecting the Preprocessor
          • RR 21.00.00-2.1 STAAD.Pro物理モデラー
          • RR 21.00.00-2.2 NBCC 2010 Seismic Load
        • RR 21.00.00-3 Features Affecting the Analysis and Design Engine
          • RR 21.00.00-3.1 NZS3404:1997 Steel Design
          • RR 21.00.00-3.2 ACI 318-14 Technical Preview
        • RR 21.00.00-4 Features Affecting Post Processing
          • RR 21.00.00-4.1 RAM Connection Workflow Update
    • STAAD.Pro V8i
      • V8i (SELECTseries 6)
        • AD.2007-11.1 Features Affecting the General Program
          • AD.2007-11.1.1 Mode Bar Reorganization
          • AD.2007-11.1.2 Advanced Analysis Engine Enhancements
          • AD.2007-11.1.3* CONNECT Enabled
          • AD.2007-11.1.4† RAM Connection CONNECT Edition v11 Support
          • AD.2007-11.1.5† Connection Tags Enhancements
          • AD.2007-11.1.6† Add Member Enhancements
          • AD.2007-11.1.7† ISM Integration
        • AD.2007-11.2 Features Affecting the Preprocessor
          • AD.2007-11.2.1 Building Planner
          • AD.2007-11.2.2 STAAD Editor
        • AD.2007-11.3 Features Affecting the Analysis and Design Engine
          • AD.2007-11.3.1 ACI 318-11 Concrete Design
          • AD.2007-11.3.2 CAN/CSA S16-14 Steel Design
          • AD.2007-11.3.3 SANS 10162-1:2011 Steel Design
          • AD.2007-11.3.4 SP 63.13330-2012 Concrete Design
          • AD.2007-11.3.5 AISC 360-05/10 Metric Steel Design
          • AD.2007-11.3.6 AISC 360-05/10 Tapered Member Design
          • AD.2007-11.3.7 AISC 341-05/10 Seismic Provision Checks
          • AD.2007-11.3.8 IBC 2012 / ASCE 7-10 Seismic Loads
          • AD.2007-11.3.9 Eurocode 3 Steel Grades
          • AD.2007-11.3.10 AIJ 2002 and 2005 New Design Parameters
          • AD.2007-11.3.11 Steel Design Code Performance Improvements
          • AD.2007-11.3.12† NRC 2005 Seismic Loads Updates and Additions
          • AD.2007-11.3.13† IS 800 Design of Additional Steel Shapes
          • AD.2007-11.3.14† AISC 360 Design of I-Sections with Cover Plates
          • AD.2007-11.3.15†† IS 800 Design Updates
          • AD.2007-11.3.16†† Floor and One-Way Load Panel Information Printing
      • V8i (SELECTseries 5)
        • AD.2007-10.1 Features Affecting the General Program
          • AD.2007-10.1.1 Bentley Trust Licensing
          • AD.2007-10.1.2 Brazilian Steel Databases
          • AD.2007-10.1.3* Scenario Services
        • AD.2007-10.2 Features Affecting the Analysis and Design Engine
          • AD.2007-10.2.1 Advanced Cable Analysis
          • AD.2007-10.2.2 Colombian Seismic Code
          • AD.2007-10.2.3 Canadian Steel Code Update
          • AD.2007-10.2.4 Eurocode 3 National Annexes
            • AD.2007-10.2.4.1 German National Annex to Eurocode 3 (EN 1993-1-1:2005)
            • AD.2007-10.2.4.2 Swedish National Annex to Eurocode 3 (EN 1993-1-1:2005)
          • AD.2007-10.2.5 AISC 360-10 Torsion Design
          • AD.2007-10.2.6 Missing Mass
          • AD.2007-10.2.7* Wind Loads per Russian Design Code SP 20.13330.2011
          • AD.2007-10.2.8* Response Spectrum Specification per SP 14.13330.2011
          • AD.2007-10.2.9* Steel Design per Russian Design Code SP 16.13330.2011
        • AD.2007-10.3 Features Affecting Post Processing
          • AD.2007-10.3.1 RAM Connection Mode Update
          • AD.2007-10.3.2* CAN/CSA-A23.3-10 in RC Designer
      • V8i (SELECTseries 4)
        • AD.2007-09.1 Features Affecting the General Program
          • AD.2007-09.1.1 I-Section with Different Flange Shapes
          • AD.2007-09.1.2 I-Section with Flange Plates or Composite Slab
          • AD.2007-09.1.3 ISM Integration
          • AD.2007-09.1.4* Connection Tags
        • AD.2007-09.2 Features Affecting the Pre-Processor
          • AD.2007-09.2.1 Print Center of Rigidity
          • AD.2007-09.2.2 Load & Definition
          • AD.2007-09.2.3 Check for Soft Story
          • AD.2007-09.2.4 Check Story Drift
        • AD.2007-09.3 Features Affecting the Analysis and Design Engine
          • AD.2007-09.3.1 Steel Design per AISC 360-10
          • AD.2007-09.3.2 Concrete Design per ACI 318-08
          • AD.2007-09.3.3 Malaysian National Annex to Eurocode 3 (EN 1993-1-1:2005)
          • AD.2007-09.3.4 Star Angle Design per IS-800
          • AD.2007-09.3.5 IS 1893 (Part 4) 2005 Seismic Loads
          • AD.2007-09.3.6* ABS/SRSS Combination
      • V8i (SELECTseries 3)
        • AD.2007-08.1 Features Affecting the General Program
          • AD.2007-08.1.1 ISM Integration
          • AD.2007-08.1.2 Export to SACS
          • AD.2007-08.1.3 European Cold Formed Sections per EN10219-2
          • AD.2007-08.1.4 Japanese JIS Hollow Sections
        • AD.2007-08.2 Features Affecting the Pre-Processor
          • AD.2007-08.2.1 Wind Load Generation per ASCE 7-10
          • AD.2007-08.2.2 Single Mass Model
          • AD.2007-08.2.3 Eurocode Load Combination Generator
          • AD.2007-08.2.4 Rigid Floor Diaphragms
        • AD.2007-08.3 Features Affecting the Analysis and Design Engine
          • AD.2007-08.3.1 API 2A WSD 21st Ed. Update
          • AD.2007-08.3.2 Shear Buckling per EC3
          • AD.2007-08.3.3 IS800:2007 Working Stress Method
          • AD.2007-08.3.4 Surface Element Selfweight
          • AD.2007-08.3.5 Eurocode 3 National Annexes
            • AD.2007-08.3.5.1 Belgian National Annex to Eurocode 3 (EN 1993-1-1:2005)
            • AD.2007-08.3.5.2 Singaporean National Annex to Eurocode 3 (EN 1993-1-1:2005)
          • AD.2007-08.3.6 EC3 Slender Circular Hollow Sections
          • AD.2007-08.3.7 User Defined Section for EC3
        • AD.2007-08.4 Features Affecting Post Processing
          • AD.2007-08.4.1 Eurocode 2:2004 Slab Design
          • AD.2007.08.4.2 Changes to STAAD.foundation license
        • AD.2007-08.5 Nuclear Related Features
          • AD.2007-08.5.1 Design per ASME NF 3000-2001
          • AD.2007-08.5.2 ASME NF 3000-2001 Service Level Conditions
          • AD.2007-08.5.3 TATA Structura Sections
      • V8i (SELECTseries 2)
        • AD.2007-07.1 Features Affecting the General Program
          • AD.2007-07.1.1 Academic Licensing
          • AD.2007-07.1.2 StructLink and PipeLink Plug-ins
          • AD.2007-07.1.3 Structural Dashboard Integration
        • AD.2007-07.2 Features Affecting the Analysis and Design Engine
          • AD.2007-07.2.1 Time History Spectrum Enhancements
          • AD.2007-07.2.2 Response Spectrum Signed Results and IMR Load Cases
          • AD.2007-07.2.3 Design of Class 4 (Slender) Steel Sections per S16-01
          • AD.2007-07.2.4 Von Mises Stresses per AIJ 2002 and 2005
          • AD.2007-07.2.5 Norsok N-004
          • AD.2007-07.2.6 EC3 Torsion Design
          • AD.2007-07.2.7 Eurocode 3 National Annex
            • AD.2007-07.2.7.1 Finnish National Annex to Eurocode 3 (EN 1993-1-1:2005)
            • AD.2007-07.2.7.2 Polish National Annex to Eurocode 3 (EN 1993-1-1:2005)
          • AD.2007-07.2.8 AS4100 Physical Member Design
          • AD.2007-07.2.9 SNiP 2.23-81 Steel Design
          • AD.2007-07.2.10 Geometric Nonlinear Analysis Cycle Control
          • AD.2007-07.2.11 Jindal Steel Section Database
          • AD.2007-07.2.12* Design per ASME NF 3000 2004 Code
          • AD.2007-07.2.13* Update to ANSI AISC N690 1984 & 1994 Codes
          • AD.2007-07.2.14* Load Combination Enhancements
          • AD.2007-07.2.15* Enhancement to Maximum Number of Response Spectrum Load Cases
        • AD.2007-07.3 Features Affecting Post Processing
          • AD.2007-07.3.1 RAM Connection V8i (SELECTseries 1) Support
          • AD.2007-07.3.2 RC Designer
            • AD.2007-07.3.2.1 ACI 318 Metric
            • AD.2007-07.3.2.2 GB50010
            • AD.2007-07.3.2.3 IS456 with Seismic Design per IS13920
          • AD.2007-07.3.3 Enhanced Geometric Nonlinear Post Processing
          • AD.2007-07.3.4 AutoPIPE V8i (SELECTseries 2) and PipeLink support
          • AD.2007-07.3.5 Transverse IRC Loading in STAAD.Beava
          • AD.2007-07.3.6 STAAD.foundation V8i Integration
          • AD.2007-07.3.7 Additional Section Databases in RAM Connection mode
        • AD.2007-07.4 Additional Features
          • AD.2007-07.4.1* Design of Class 4 Slender Sections in IS800:2007
      • V8i (SELECTseries 1)
        • AD.2007-06.1 Features Affecting the General Program
          • AD.2007-06.1.1 CIS/2 Translator Update
        • AD.2007-06.2 Features Affecting the Analysis and Design Engine
          • AD.2007-06.2.1 ANSI/AISC N690-1984 Design Code
          • AD.2007-06.2.2 Update to Russian Concrete Design
          • AD.2007-06.2.3 Eurocode 3 National Annex
            • AD.2007-06.2.3.1 United Kingdom National Annex to Eurocode 3 (EN 1993-1-1:2005)
            • AD.2007-06.2.3.2 French National Annex to Eurocode 3 (EN 1993-1-1:2005)
          • AD.2007-06.2.4 Chinese Static Seismic Loading
        • AD.2007-06.3 Features Affecting the RAM Connection Design Mode
          • AD.2007-06.3.1 RAM Connection V8i Support
        • AD.2007-06.4 Features Affecting the Piping Mode
          • AD.2007-06.4.1 AutoPIPE Integration Enhancements
      • V8i (release 20.07.05)
        • AD.2007-05.1 Features Affecting the Analysis and Design Engine
          • AD.2007-05.1.1 Geometric Nonlinear Analysis
          • AD.2007-05.1.2 IS 800:2007 Steel Design
          • AD.2007-05.1.3 Eurocode 3 Includes National Annex
          • AD.2007-05.1.4 Eurocode 8
          • AD.2007-05.1.5 AIJ Concrete Design Update
        • AD.2007-05.2 Features Affecting the Concrete Design Mode
          • AD.2007-05.2.1 RC Designer Member and Envelope Import
      • V8i (release 20.07.04)
        • AD.2007-04.0 New Features Affecting the General Program
          • AD.2007-04.0.1 ProjectWise Integration
          • AD.2007-04.0.2 CIS/2 Update
        • AD.2007-04.1  Features Affecting the Pre-Processor (Modeling Mode)
          • AD.2007-04.1.1 ASME NF Steel Design Codes
          • AD.2007-04.1.2 Floor Response Spectrum
          • AD.2007-04.1.3 Russian Wind Loading
          • AD.2007-04.1.4 Additional Standard Profile Databases
        • AD.2007-04.2  Features Affecting the Analysis and Design Engine
          • AD.2007-04.2.1 ASME NF
          • AD.2007-04.2.2 Russian Wind Loading
          • AD.2007-04.2.3 Floor Response Spectrum
        • AD.2007-04.3 Features Affecting the Post-Processing (Results Mode)
          • AD.2007-04.3.1 Time History Animation
          • AD.2007-04.3.2 Enhanced Plate Stress Results 
    • STAAD.Pro 2007 Release Reports
      • STAAD.Pro 2007 Build 03 Release Report
        • AD.2007-03.0 Features Affecting the General Program
          • AD.2007-03.0.1 RSS Feed added to the Start Page
        • AD.2007-03.1 Features Affecting the Pre-Processor (Modeling Mode)
          • AD.2007-03.1.1 New Meshing Options
          • AD.2007-03.1.2 Enhanced Automatic Load Combination Generation
          • AD.2007-03.1.3 Generation of Primary Load Cases Using Repeat Load Commands
          • AD.2007-03.1.4 Design Code List
          • AD.2007-03.1.5 Additional Standard Profile Databases
          • AD.2007-03.1.6 IBC 2006
        • AD.2007-03.2 Features Affecting the Analysis and Design Engine
          • AD.2007-03.2.1 Selfweight Command with a Member List
          • AD.2007-03.2.2 Direct Analysis
          • AD.2007-03.2.3 Notional Loads
          • AD.2007-03.2.4 STP Parameter Added to AISC 360-05 Design
          • AD.2007-03.2.5 Updated and Additional Standard Steel Grades in Eurocode 3
          • AD.2007-03.2.6 Russian Response Spectrum
          • AD.2007-03.2.7 Eurocode 3 Updated to Support Design of Slender Box Sections
          • AD.2007-03.2.8 AIJ 2005 Steel Design
          • AD.2007-1003.2.9 IBC 2006
          • AD.2007-03.2.10 IBC 2006 Response Spectrum
        • AD.2007-03.3 Features Affecting the Concrete Design Mode
          • AD.2007-03.3.1 ACI 2005 Beam, Column, and Slab Design
          • AD.2007-1003.3.2 AS 3600 Beam and Column Design
          • AD.2007-1003.3.3 EC2 2004 Beam and Column Design
        • AD.2007-03.4 Features Affecting the RAM Connection Design Mode
          • AD.2007-03.4.1 Support of British Sections
          • AD.2007-03.4.2 Support of Multiple Connections at a Joint
      • STAAD.Pro 2007 Build 1001 Release Report
        • AD.2007-1001.1 Features Affecting the Pre-Processor (Modeling Mode)
          • AD.2007-1001.1.1 New Start Page
          • AD.2007-1001.1.2 Enhanced Grid Tool
          • AD.2007-1001.1.3 Fly-out Toolbars
          • AD.2007-1001.1.4 Physical Member Query
          • AD.2007-1001.1.5 In-Plane Area Loads on Plates
          • AD.2007-1001.1.6 Front-to-Front Channels
          • AD.2007-1001.1.7 Automatic Property Calculations for User-Provided Table Angle Sections
          • AD.2007-1001.1.8 Consolidation of Multiple Property References
          • AD.2007-1001.1.9 Section Property Reduction in Analysis to Account for Cracking
          • AD.2007-1001.1.10 Tension/Compression-Only Spring Support
          • AD.2007-1001.1.11 Enhanced Elastic Mat Plate Mat Options
          • AD.2007-1001.1.12 Reference Load Cases
          • AD.2007-1001.1.13 Enhanced Beta Angle Definition and Assignment
          • AD.2007-1001.1.14 IBC 2006 Equivelant Lateral Force Procedure
          • AD.2007-1001.1.15 IBC 2006 Response Spectrum Specification GUI
        • AD.2007-1001.2 Features Affecting the Analysis and Design Engine
          • AD.2007-1001.2.1 P-Delta Analysis Including Stiffening Effect of the KG Matrix
          • AD.2007-1001.2.2 P-Delta Analysis Including Small Delta
          • AD.2007-1001.2.3 Buckling Load Analysis
          • AD.2007-1001.2.4 Modal Analysis Including Stress Stiffening Effect of KG Matrix
          • AD.2007-1001.2.5 Enhanced Control/Dependent Command Processing
          • AD.2007-1001.2.6 Advanced Solver
          • AD.2007-1001.2.7 Eurocode 3:2005
          • AD.2007-1001.2.8 IBC 2006 Equivalent Lateral Force Procedure – Syntax for the Command File
          • AD.2007-1001.2.9 Response Spectrum Specification in Accordance with IBC 2006 - Syntax for the Command File
        • AD.2007-1001.3 Features Affecting the Post-Processor (Results Mode)
          • AD.2007-1001.3.1 Statics Check Table
        • AD.2007-1001.4 Features Affecting the Concrete Design Mode
          • AD.2007-1001.4.1 Beam and Column Designs to the Russian Concrete Code SP52
        • AD.2007-1001.5 Features Affecting the Connection Design Mode
          • AD.2007-1001.5.1 RAM Connection Design Mode
        • AD.2007-1001.6 Features Affecting the Piping Mode
          • AD.2007-1001.6.1 Persistency of Pipe Models
    • STAAD.Pro 2006 Release Reports
      • STAAD.Pro 2006 Build 1004 Release Report
        • AD.2006-1004.1 Features Affecting the Pre-Processor (Modeling Mode)
          • AD.2006-1004.1.1 New AISC Unified Code
          • AD.2006-1004.1.2 Update Indian IS 456 Concrete Code
          • AD.2006-1004.1.3 New NRC 2005 Seismic Code
          • AD.2006-1004.1.4 New Turkish Seismic Code
          • AD.2006-1004.1.5 Update Japanese Seismic Definition
          • AD.2006-1004.1.6 New Eurocode 8 Response Spectrum
          • AD.2006-1004.1.7 Update IS 1893 Dialog to Support Command Structure
          • AD.2006-1004.1.8 Preview of Surface Element Meshes
          • AD.2006-1004.1.9 Key File Option Added to Configuration Settings
          • AD.2006-1004.1.10 Load Icons Display Option
          • AD.2006-1004.1.11 Update Oneway Loading
          • AD.2006-1004.1.12 Additional Standard European Steel Section Types
        • AD.2006-1004.2 Features Affecting the Analysis and Design Engine
          • AD.2006-1004.2.1 AISC Unified Code
          • AD.2006-1004.2.2 ACI 2005
          • AD.2006-1004.2.3 Enhancement of Indian Concrete Design
        • AD.2006-1004.3 Features Affecting the Post Procesing (Results) Mode
          • AD.2006-1004.3.1 Unity Check Page Update
          • AD.2006-1004.3.2 View Value Annotation Enhanced
        • AD.2006-1004.4 Features Affecting the Concrete Design Mode
          • AD.2006-1004.4.1 Bentley Rebar Export from RC Designer
          • AD.2006-1004.4.2 Addition of Amendments 1,2, and 3 to the BS 8110 Modules
        • AD.2006-1004.5 Features Affecting the Piping Mode
          • AD.2006-1004.5.1 Update of Importing Piping Models
          • AD.2006-1004.5.2 Pipes Support by Member
        • AD.2006-1004.6 Additional STAAD.Pro 2006 Build 1004 Features
          • AD.2006-1004.6.1 Modifications of the SELECT XM Security System
          • AD.2006-1004.6.2 AISC N690
      • STAAD.Pro 2006 Build 1002 Release Report
        • AD.2006-1002.1 Features Affecting the Pre-Processor (Modeling Mode)
          • AD.2006-1002.1.1 Automatic calculation of the Response Spectrum as per IBC
          • AD.2006-1002.1.2 Enhancement to Physical Member Query Window
          • AD.2006-1002.1.3 AAHSTO (LRFD) Design Code
          • AD.2006-1002.1.4 Node Precision
          • AD.2006-1002.1.5 User Steel Table - Double Angles
        • AD.2006-1002.2 Features Affecting the Analysis and Design Engine
          • AD.2006-1002.2.1 AASHTO Design Code
          • AD.2006-1002.2.2 Updated Parameters on Indian IS 1893 Static Seismic Loading Command
          • AD.2006-1002.2.3 Updated Parameters on Indian IS 1893 Response Spectrum Command
        • AD.2006-1002.3 Features Affecting the Steel Design Mode
          • AD.2006-1002.3.1 Access to Physical Members Created in Pre-Processing Mode
        • AD.2006-1002.4 Features Affecting the Concrete Design Mode
          • AD.2006-1002.4.1 DXF Output of Beam and Column Designs
        • AD.2006-1002.5 Features Affecting the Advanced Slab Design Mode
          • AD.2006-1002.5.1 Advance Slab Design Mode
        • AD.2006-1002.6 Features Affecting the Piping Mode
          • AD.2006-1002.6.1 Piping Mode
          • AD.2006-1002.6.2 3D Rendered View of Piping Model
        • AD.2006-1002.7 Additional STAAD.Pro 2006 Build 1002 Features
          • AD.2006-1002.7.1 Modifications in REI Security System
          • AD.2006-1002.7.2 Online Help
      • STAAD.Pro 2006 Build 1001 Release Report
        • AD.2006.1 Features Affecting the Pre-Processor
          • AD.2006.1.1 Physical Member Interface
            • General Format
            • Graphical User Interface for Physical Member
              • To Create a Physical Member
              • To assign properties to a physical member
              • To assign specifications to a physical member
              • To assign loads to a physical member
          • AD.2006.1.2 Load Envelopes
          • AD.2006.1.3 Persistency of Parametric Mesh Model in STAAD Input File
          • AD.2006.1.4 Persistency of Parameters User to Generate ASCE Wind Load in STAAD Input File
          • AD.2006.1.5 Enhancement of Z UP System
          • AD.2006.1.6 Specification of Member Orientation Using Reference Vector
          • AD.2006.1.7 Single File Archive to Save All STAAD Input & Ouput Files
          • AD.2006.1.8 Auto Calculation of Effective Length Factors of Members as per AISC Code
        • AD.2006.2 Features affecting the Post-Processor (Results Mode)
          • AD.2006.2.1 Generation of Transfer Force Report for Connection Design
          • AD.2006.2.2 Customizable Color to Display Unity / Check Utilization Ratio
          • AD.2006.2.3 Enhancement to Steel Designer BS 5950 Calculation Sheets
        • AD.2006.3 Features affecting Analysis and Design
          • AD.2006.3.1 Pushover Analysis
          • AD.2006.3.2 Steady State Analysis
        • AD.2006.4 Features affecting the RC Designer Mode
          • AD.2006.4.1 Slab Design to BS 8110
          • AD.2006.4.2 BAEL Beam Design Enhancement
          • AD.2006.4.3 French GUI
          • AD.2006.4.4 DIN 1045-1 Beam and Column Design
          • AD.2006.4.5 Use of Generated Load Cases
          • AD.2006.4.6 Use of Primary Load Cases in Column Designs
          • AD.2006.4.7 BS8110 Beams Torsion Check Added
        • AD.2006.5 Additional STAAD.Pro 2006 Features
          • AD.2006.5.1 STAAD.Pro Language Application
          • AD.2006.5.2 Section Wizard databases
        • AD.2006.6 Features Added in STAAD.Pro 2005 Previously Undocumented
          • AD.2006.5.1 DESCON, Advanced Connection Design Mode
          • AD.2006.5.2 ADAPT Slab Design Mode
          • AD.2006.6.3 BS5950 Part 5 - Cold Formed Steel Design
          • AD.2006.6.4 EC4 Timber Design
          • AD.2006.6.5 Canadian Timber Design
          • AD.2006.6.6 South African Steel Design
          • AD.2006.6.7 South African Concrete Design
          • AD.2006.6.8 EC8 Earthquake Loading
          • AD.2006.6.9 Additional Kingspan Cold Formed Steel Database
          • AD.2006.6.10 Imperfection Analysis
          • AD.2006.6.11 Tapered Steel Design Added to BS 5950
          • AD.2006.6.12 User Tools
    • STAAD.Pro 2005 Release Report
      • AD.2005.1 Features affecting the Pre-Processor
        • AD.2005.1.1 Generation of Wind Pressure profile per ASCE 7-02
        • AD.2005.1.2 Generation of Snow Load Per SEI-ASCE 7-02
        • AD.2005.1.3 Wall-slab Interface Considerations in Finite Element Meshing
        • AD.2005.1.4 Enhancements to Renumbering of Entities
        • AD.2005.1.5 Property Calculator for User Table General Sections
        • AD.2005.1.6 Stretch Members
      • AD.2005.2 Features Affecting the Post-Processor
        • AD.2005.2.1 Floor Vibration Analysis
      • AD.2005.3 Features Affecting Analysis and Design
        • AD.2005.3.1 Designing I-beams w Web Openings per AISC ASD
  • Tutorials
    • T.1 – Steel Portal Frame
      • T.1 Methods of creating the model
      • T.1 Description of the tutorial problem
      • T.1 Creating a new structure
      • T.1 Creating the Model using the Physical Modeler
        • T.1 Generating the model geometry
        • T.1 Specifying member properties
        • T.1 Specifying member offsets
        • T.1 Specifying supports
        • T.1 Viewing the model in 3D
        • T.1 Specifying loads
        • T.1 Creating a load combination
        • T.1 Generate the analysis model
      • T.1 Creating the model using the analytical user interface
        • T.1 Generating the model geometry
        • T.1 Switching on node and beam labels
        • T.1 Specifying member properties
        • T.1 Specifying material definition
        • T.1 Changing the input units of length
        • T.1 Specifying member offsets
        • T.1 Printing member information in the output file
        • T.1 Specifying Supports
        • T.1 Viewing the model in 3D
        • T.1 Specifying Loads
          • T.1 Creating Load Cases 1 and 2
          • T.1 Assigning load cases to members
          • T.1 Creating Load Case 3
      • T.1 Analysis and Design
        • T.1 Specifying the analysis type
        • T.1 Specifying post-analysis print commands
        • T.1 Short-listing the load cases to be used in steel design
        • T.1 Specifying steel design parameters
        • T.1 Re-specifying the analysis command
        • T.1 Re-specifying the TRACK parameter
        • T.1 Specifying the CHECK CODE command
      • T.1 Viewing the input command file
      • T.1 Creating the model using the command file
      • T.1 Performing Analysis/Design
      • T.1 Viewing the output file
      • T.1 Post-Processing
        • T.1 Opening the postprocessing workflow
        • T.1 Annotating the displacements
        • T.1 Displaying force and moment diagrams
        • T.1 Displaying the dimensions of the members
        • T.1 Update physical model with design results
    • T.2 - RC Framed Structure
      • T.2 Methods of creating the model
      • T.2 Description of the tutorial problem
      • T.2 Creating a new structure
      • T.2 Creating the Model using the Physical Modeler
        • T.2 Generate the model geometry
        • T.2 Assign user-defined concrete material
        • T.2 Assign the member properties
        • T.2 Assign supports
        • T.2 Assign loads to load cases
        • T.2 Generate the Analysis Model
      • T.2 Creating the model using the analytical user interface
        • T.2 Generating the model geometry
        • T.2 Copying Model Objects by Circular Repeat
        • T.2 Changing the input units of length
        • T.2 User-defined concrete material
        • T.2 Specifying member properties
        • T.2 Specifying geometric constants
        • T.2 Specifying Supports
        • T.2 Specifying Loads
          • T.2 Creating Load Cases 1, 2, and 3
      • T.2 Analysis and Design
        • T.2 Creating Load Cases 4 and 5
        • T.2 Specifying the analysis type
        • T.2 Short-listing the load cases to be used in concrete design
        • T.2 Specifying concrete design parameters
        • T.2 Specifying design commands
      • T.2 Viewing the input command file
      • T.2 Creating the model using the command file
      • T.2 Performing the analysis and design
      • T.2 Viewing the output file
      • T.2 Post-Processing
        • T.2 Opening the postprocessing workflow
        • T.2 Viewing the deflection diagram
        • T.2 The Node Displacements Table
        • T.2 Viewing the force and moment diagrams
        • T.2 The Beam Forces Table
        • T.2 Viewing the force and moment graphs
        • T.2 Restricting the load cases for results
        • T.2 Using Member Query
        • T.2 Producing an on-screen report
        • T.2 Taking Pictures
        • T.2 Creating Customized Reports
    • T.3 - Analysis of a slab
      • T.3 Methods of creating the model
      • T.3 Description of the tutorial problem
      • T.3 Creating a new structure
      • T.3 Creating the Model using the Physical Modeler
        • T.3 Generate the model geometry
        • T.3 Specifying element and material properties
        • T.3 Specifying supports
        • T.3 Specifying load groups 1 and 2
        • T.3 Generate the Analysis Model
        • T.3 Create primary load cases
        • T.3 Add temperature load case
      • T.3 Creating the model using the analytical user interface
        • T.3 Generating the model geometry
          • T.3 Creating the Plates - Method 1
            • T.3 Setup the Grid
            • T.3 Create Plates Method 1 Element 1
            • T.3 Create Plates Method 1 Element 2
            • T.3 Create Plates Delete to Try Another Method
          • T.3 Creating the Plates - Method 2
            • T.3 Method 2 Creating Element 1
            • T.3 Method 2 Creating Elements 2 3
          • T.3 Creating the Plates - Method 3
          • T.3 Creating the Plates - Method 4
        • T.3 Changing the input units of length
        • T.3 Specifying Element Properties
        • T.3 Specifying Material Constants
        • T.3 Specifying Supports
        • T.3 Specifying Primary Load Cases
      • T.3 Analysis and Design
        • T.3 Creating load combinations
        • T.3 Specifying the analysis type
        • T.3 Specifying post-analysis print commands
      • T.3 Viewing the input command file
      • T.3 Creating the model using the command file
      • T.3 Performing the analysis and design
      • T.3 Viewing the output file
      • T.3 Post-Processing
        • T.3 Viewing stress values in a tabular form
        • T.3 Changing the units of values in the output
        • T.3 Limiting the load cases for which the results are displayed
        • T.3 Stress Contours
        • T.3 Animating stress contours
        • T.3 Creating AVI Files
        • T.3 Viewing plate results using element query
        • T.3 Producing a report
        • T.3 Viewing Support Reactions
  • Modeling
    • M. Navigating the Graphical View Window
      • M. To select a center of rotation at a node
      • M. To view a 3D rendering of your model
        • M. 3D Rendering View Right-click View Menu
      • M. Labels
        • M. To switch on labels for nodes, beams, plates, etc.
        • M. To change the structural tool tip options
        • M. To switch individual object label display
      • M. Views
        • M. Displaying a Portion of the Model
        • M. To cut a section of a model
        • M. To create a new view
        • M. To restore the window layout
      • M. To insert custom text in a view
      • M. To display loads graphically
      • M. To identifying beam start and end
      • M. Rotation tools
      • M. To display control nodes
    • M. Creating Model Objects
      • M. Drawing Aids
        • M. To add a grid for drawing objects
        • M. To import a STAAD.Pro grid file
        • M. To import a DXF file as a grid
      • M. Beams
        • M. To set attributes for new beams
        • M. To add beams by drawing on a grid
        • M. To add beams with new nodes
        • M. To add beams from mid-points
        • M. To add beams perpendicular to existing beams
        • M. To add a curved beam
        • M. To split a beam at selected node(s)
        • M. To stretch a member
        • M. To merge two or more members
        • M. To renumber selected beams
      • M. Physical Members
        • M. To manually form physical members
        • M. To automatically form physical members
        • M. To automatically generate physical member restraints
        • M. To manually add physical member restraints
        • M. To delete a physical member
      • M. Plates
        • M. To set new plate attributes
        • M. To draw plates connecting existing nodes
        • M. To add a plate bounded by beams
        • M. To generate plate mesh from corner nodes
        • M. Parametric Models
          • M. To create a parametric surface model
          • M. To create a polygonal opening in a mesh model
          • M. To create a circular opening in a mesh model
          • M. To add a density line or point
        • M. To define a slab/wall connection
      • M. Composite Decks
        • M. To create a new composite deck from perimeter beams
        • M. To specify a direction for the composite deck ribs
        • M. To assign composite deck properties
        • M. To modify composite steel beam properties
        • M. Example Composite Deck
      • M. Solids
        • M. To draw a solid connecting existing nodes
      • M. Nodes
        • M. To insert a node in a single member
        • M. To insert a node in multiple members
        • M. To add a node at overlapping beams
        • M. To merge two nodes
      • M. Modify Your Model
        • M. To move selected objects
        • M. To move the model origin
        • M. To rotate selected entities
        • M. To generate copies of geometry along a line
        • M. To generate copies of geometry along an arc
        • M. To generate mirror copies of model entities
      • M. Groups
        • M. To create a group from a selection
        • M. To add objects to an existing group
      • M. Structure Wizard
        • M. To set units
        • M. Generation of Structure from Models
          • M. To create a truss model
          • M. Frame Models
            • M. To create a frame or continuous beam model
            • M. To create a cylindrical frame or beam
          • M. Surface or Plate Models
            • M. Quadrilateral Plate
            • M. Cylindrical Surface
            • M. Hyperbolic Paraboloid Shell
            • M. Spherical Surface
            • M. Polygonal Plate with Holes
            • M. Circular Plate with Hole
            • M. Cooling Tower
          • M. Solid
          • M. Composite Model: Bunker or Silo
          • M. Import CAD Model
            • M. To generate geometry from a DXF file
            • M. To generate geometry from a STAAD model
          • M. VBA Macro Models
            • M. To add a new plugin
        • M. To edit model parameters
        • M. To rescale a model
        • M. To delete an entire model
        • M. To transfer the generated model to STAAD.Pro
        • M. To add items to the library
      • M. Pages in the Analytical Modeling Workflow
        • Nodes table
          • Goto <object> dialog
        • Node Supports
    • M. Properties and Specifications
      • M. Section Profiles
        • M. Section Database Profiles
          • M. To add a new table section property
          • M. To add an American steel joist section
          • M. To assign catalog section to physical members
          • M. Section Database Manager
            • M. To change a default section database
            • M. To add a custom table section property
            • M. To add a custom section database
            • M. To convert a legacy database
            • Section Database Manager Ribbon toolbar
              • Default Database Configuration dialog
        • M. Prismatic and Tapered Sections
          • M. To assign a prismatic section
          • M. To assign a tapered I section
        • M. User Table Sections
          • M.To create a wide-flange user table section
          • M.To create a channel user table section
          • M.To create an angle user table section
          • M.To create a double angle user table section
          • M.To create an I shape user table section
          • M.To create an prismatic user table section
          • M. To create a general section
          • M. To use a general shape created in Section Wizard
        • M. Section Wizard Help
          • M. To start Section Wizard
          • M. Section Builder
            • M. Application Window Layout
              • M. Toolbar
              • M. Menus
                • M. File menu
                • M. Edit menu
                  • M. Shift coordinate center dialog
                • M. Settings menu
                • M. Tools menu
                • M. Help menu
            • M. Orientation of Elements
          • M. Equivalent Section module
            • M. Application Window Layout
              • M. Toolbar
                • M. Preferences dialog
                • M. Section dialog
          • M. Free Sketch
            • M. To set up the drawing environment
            • M. To draw an external contour
            • M. To draw an internal contour
            • M. To round a corner
            • M. To insert a round opening
            • M. To copy an internal contour
            • M. To delete vertices
            • M. To delete an opening
            • M. To shift the coordinate center
            • M. To import a CAD drawing
            • To export shape for use in STAAD.Pro
            • M. Application Window Layout
              • M. Toolbar
              • M. Menus
                • M. File menu
                  • M. Parametric Sections dialog
                  • M. Rolled Section dialog
                • M. Edit menu
                • M. Settings menu
                  • M. Preferences dialog
                  • M. Grid Parameters dialog
                • M. Service menu
                • M. Help menu
          • M. Formula Calculation window
          • M. Unit Converter
      • M. Materials and Constants
        • M. To create a material definition
        • M. To add a predefined material
        • M. To create an orthotropic material
        • M. To assign material definitions
        • M. To assign material constants
      • M. Member Orientation
        • M. To assign a member rotation angle
        • M. To align a single angle to its flanges
        • M. To align a member to a reference point
      • M. Member Specifications
        • M. To add a member specification
        • M. To assign axial action members
        • M. To assign member end release
        • M. To assign member end offsets
        • M. To assign member imperfection for members
        • M. To assign nonlinear cable members
        • M. To assign cracked section properties to a member
        • M. To assign member fire proofing
        • M. To assign specifications to physical members
      • M. Plate Specifications
        • M. To align a plate to a reference point
        • M. To specify plate thickness
        • To assign plate offsets
        • M. To assign plate corner release
        • M. To assign plates as plane stress
        • M. To assign inplane rotation behavior to plates
        • M. To ignore plate stiffness
      • M. Node Specifications
        • M. To assign a rigid link between nodes
        • M. To assign nodes to a floor diaphragm
    • M. Supports
      • M. To assign a fixed or pinned support
      • M. To assign an enforced support
      • M. To assign custom release supports
      • M. To assign a spring support
        • M. To assign multilinear springs to spring supports
        • M. To assign support springs as a one-way
      • M. To assign an inclined support
      • M. To assign a foundation support
    • M. Loading Your Model
      • M. STAAD.Proで使用可能な構造荷重仕様
      • M. To create a new primary load case
      • M. Load Items
        • M. To add selfweight load
        • M. To add a nodal load
        • M. To add a support displacement
        • M. Member Load Items
          • M. To add a concentrated force or moment on members
          • M. To add a uniform load to members
          • M. To add a linear varying load to members
          • M. To add a prestress or post-tension load to members
          • M. To add fixed end member loads
        • M. Plate, Surface, Area, and Solid Load Items
          • M. To add pressure load on a plate
          • M. To add an area load
          • M. To add a floor load or one-way load
          • M. To add a surface selfweight load
        • M. To add a hydrostatic load to objects
        • M. To calculate the structure frequency
      • M. Wind Loads
        • M. To add a wind load definition
        • M. To add an ASCE 7 wind load definition
        • M. To add a SNiP wind load definition
        • M. To add a GB50009 wind load definition
        • M. To add an IS-875 (Part 3): 2015 wind load
        • M. To assign exposure for joints
        • M. To apply a wind load
        • M. To apply a dynamic wind load per SP 20.13330.2016
      • M. Seismic Loads
        • M. To add a seismic load definition
        • M. To add wall data area to an IS1893 2016 seismic definition
        • M. To add weight items to a seismic load definition
        • M. To add weight by a reference load to a seismic load definition
        • M. To add a seismic load
      • M. Response Spectra
        • M. To add a generic response spectrum
        • M. To add an IBC 2000 response spectrum
        • M. To add an IS 1893 response spectrum
        • M. To add an IBC 2006 response spectrum
        • M. To add an EC8 response spectrum
        • M. To add a GB 50011-2010 response spectrum
      • M. Snow Loads
        • M. To add an ASCE 7-02 snow load
      • M. Notional Loads
        • M. To define direct analysis parameters
        • M. To add a notional load case
      • M. Moving Loads
        • M. To define a vehicle for loading
        • M. To generate moving load cases
        • M. To add vehicles to the load generation
      • M. Time History Loads
        • M. To define a time history type from tabular data
        • M. To define a time history type from a function
        • M. To define a time history type by spectrum
          • M. To generate output for time history spectrum
          • M. To use frequency-spectra pairs in a time history load
        • M. To define a time history type by external file
        • M. To define time history parameters
        • M. To add a time history load
      • M. Pushover Loads
        • M. To define general pushover data
        • M. To define member specific pushover data
        • M. To manually define and assign hinges
        • M. To define pushover spectral data
        • M. To add a pushover loading
        • M. To define solution control
      • M. To use starting vectors with load-dependent Ritz vectors
      • M. Load Combinations
        • M. To define a new load combination
        • M. To define primary load type
        • M. To define automatic load combination rules
        • M. To automatically generate load combinations
        • M. To generate load combinations per Eurocode
      • M. To add a repeat load case
      • M. To create a reference load
      • M. Damping Modeling
        • M. To assign a composite damping ratio
        • M. To explicitly define damping values for modes
        • M. To evaluate damping for modes
      • M. Mass Modeling
        • M. To add a mass model reference load
        • M. To add mass loads to the mass model reference load
      • M. To create a load envelope
      • M. To edit a previously assigned load
      • M. Piping workflow
        • M. Using the Piping Workflow
          • M. To import a piping model
          • M. To use the Support Connection Wizard
          • M. To draw connections between piping supports and the structure
          • M. To manually specify connections between piping supports and the structure
          • M. To transfer load data for structural analysis
          • M. To export model data for use in AutoPIPE
          • M. To export STAAD.Pro model data into AutoPIPE
        • M. Pages in the Piping Workflow
      • M. Bridge Deck workflow
        • M. To open a model in the bridge deck workflow
        • M. To define a bridge deck
        • M. To generate influence surfaces
        • M. To define a roadway
        • M. To generate loads on the roadway
        • M. To transfer the loads to STAAD.Pro
    • M. Checking Your Model
      • M. To check for multiple structures
      • M. To check for warped plates
      • M. To check for and remove duplicate entities
      • M. To detect and remove zero length members
      • M. To check for overlapping collinear members
      • M. To change a beam incidence
      • M. To detect and remove orphan nodes
      • M. To display the distance between two nodes
      • M. To display beam lengths
      • M. To check for negative volume solids
    • M. Physical Modeling workflow
      • M. Using the Physical Modeler
      • M. To drop the associated physical model
    • M. Building Planner workflow
      • M. To start a STAAD Model in the Building Planner workflow
      • M. Plans
        • M. To Create a New Building Plan
        • M. To Import a Building Plan
        • M. To Edit Plan Properties
      • M. Slabs
        • M. To Add a Rectangular Slab
        • M. To Add an Irregular Shape Slab
        • M. To Edit Slab Properties
      • M. Columns
        • M. To Add a Column
        • M. To Add Columns Automatically to the Entire Plan
      • M. Beams
        • M. To Create a Beam
        • M. To Add Beams Automatically to an Entire Plan
        • M. To Specify Beam Continuity
        • M. To Edit Beam Properties
        • M. To Specify Beam Design Parameters
      • M. Frames
        • M. To Finalize a Plan
        • M. To Create a 3D Frame
        • M. To Create a Shear Wall
        • M. To Change Supports
        • M. To Specify Member Releases
        • M. To Change Column Size, Orientation, and Alignment
        • M. To Modify Wind Parameters
        • M. To Modify Seismic Parameters
        • M. To Modify the Load Combinations
      • M. Analysis and Design
        • M. To Generate a STAAD.Pro Model
          • Space Frame File Generation dialog
        • M. To Design Slabs
        • M. To Design Beams
        • M. To Design Columns
  • Analysis
    • A. Types of Analysis
      • A. To specify a linear elastic analysis
      • A. To specify a P-Delta analysis
      • A. To specify a direct analysis
      • A. To specify a nonlinear analysis
      • A. To specify a nonlinear cable analysis
      • A. To specify an imperfection analysis
      • A. To specify buckling analysis
      • A. To specify a pushover analysis
    • A. To add a change command
    • A. To generate a floor spectrum
    • A. To specify pre-analysis commands
    • A. To create a load list
    • A. To check for soft stories and seismic code irregularities
    • A. To specify post-analysis print commands
      • A. To output the center of rigidity
      • A. To report cable sag from an advanced cable analysis
      • A. To check for inter-story drift
    • A. To perform an analysis in STAAD.Pro
    • A. To run analysis on the cloud
  • Design
    • D. Batch Design versus Interactive Design Workflows
    • D. Steel Design
      • D. Available Steel Design Codes
      • D.Batch Steel Design Operations
        • D.Steel Design Overview
        • D. To specify steel design code and parameters
        • D. To design steel members in groups
        • D. To specify steel design commands
        • D. To generate steel take off
      • D. Chinese Steel Design
        • D. To open a model in the Chinese Steel Design workflow
        • D. To add a new solution set
        • D. To add a parameter set
        • D. To assign secondary members
        • D. To specify brace angle threshold values
        • D. To add a custom material definition
        • D. To perform steel design per the Chinese code
        • D. Chinese Steel Design Technical Reference
          • General Description
          • Analysis Methodology
          • Member Properties
          • Section Classification
          • Member Capacities and Deflection Check
            • Member Capacities
            • Strength and Stability Checks of Various Components
            • Deflection Check
          • Design Parameters
            • Member Type
            • Steel Grade
            • Deformation Parameters
            • Plastic Development Coefficients γx, γy, γsharp
            • Stability Coefficient
            • Equivalent Moment Coefficient
            • Unsupported Effective Length and Effective Length Coefficient
            • Allowable Slenderness Ratio
            • Construction Requirements
            • Section Coefficient
            • D. Chinese Steel Design Parameter File Format
          • Code Checking and Member Selection
          • Tabulated Results of Steel Design
      • D. Steel Connection Design
        • D. Connection Design workflow
          • D. Getting Started
            • D. Overview
            • D. Full vs. Free Connection Sets
            • D.Steel Connection Design Codes and Connection Types
          • D. Using the RAM Connection mode
            • D. To assign member type attributes
            • D. To edit the RAM Connection settings
            • D. To design steel connections
              • D. To select a basic connection template
              • D. To Select a Smart Connection Template
              • D. To Select a Gusset Connection Template
              • D. To design an HBBB connection
              • D. To design an HCBB connection
            • D. To edit steel connections
            • D. Selecting Joints & Connections
            • D. Design Connections Individually
            • D. To delete steel connections
            • D. To Export Connection Designs to a Report
            • D. To add connection designs to your report
            • D. Custom Connection Templates
              • D. To create a custom template file
              • D. To add a connection template to a table
          • D. Pages in the Connection Design workflow
            • D. Connections page
              • D. RAM Connection Input table
                • D. Load Envelope dialog
                • D. RAM Connection Settings dialog
            • D. Results page
            • D. Seismic Frames page
              • D. RAM Connection Result frames table
          • D. Application Window Layout
            • D. RAM Connection pad
              • D. Save Graphic dialog
        • D. Connection Tags
          • D. To create a connection tag
          • D. To delete a connection tag
          • D. To remove connection tag assignments
          • D. To check connection tags
          • D. Connection Tags Capacity Checks
          • D. Connection Tags XML File Schema
            • D. Sample Connection Tags XML File
          • D. Connection Tags sub menu
    • D. Concrete Design
      • D. Available Concrete Design Codes
      • D. Batch Member and Element Design Operations
        • D. To specify concrete design code and parameters
        • D. To specify concrete beam design command
        • D. To generate concrete take off
      • D. Advanced Concrete Design
      • D. Advanced Slab Design
        • D. Using the Advanced Slab Design workflow
          • D. To open the Advanced Slab Design workflow
          • D. To create a load envelope
          • D. To create a slab definition
          • D. To export slab definitions to RAM Concept
          • D. To open the STAAD.Pro slab data in RAM Concept
        • D. Pages in the Advanced Slab Design workflow
          • D. Envelopes table
          • D. Load Envelope dialog
          • D. Slabs table
          • D. Slab Definition dialog
      • D. Foundation Design
        • D. Using the Foundation Design workflow
          • Limited Versus Full Licensed Versions of STAAD Foundation Advanced
          • D. To open the Foundation Design workflow
          • D. To export all of the structure data to a STAAD Foundation Advanced project
          • D. To export a limited set of structure data to a STAAD Foundation Advanced project
        • D. Foundation Design dialog
    • D. Aluminium Design
      • D. Available Aluminum Design Codes
      • D.Aluminum Design Overview
      • D. To specify aluminum design code and parameters
      • D. To specify aluminum design commands
      • D. To generate aluminum take off
    • D. Timber Design
      • D. Available Timber Design Codes
      • D. To specify timber design code and parameters
      • D. To specify timber design commands
    • D. Design Codes
      • D1. American Codes
        • D1.A. American Codes - Steel Design per AISC 360 Unified Specification
          • D1.A.1 General Comments on Design as per AISC Unified Code
          • D1.A.2 Section Classification
          • D1.A.3 Member Properties
          • D1.A.4 Built-in Steel Section Library
            • D1.A.4.1 AISC Steel Table
            • D1.A.4.2 Welded Plate Girders
            • D1.A.4.3 Castellated Beams Section Sizes
          • D1.A.5 Limit States
            • D1.A.5.1 Axial Tension
            • D1.A.5.2 Axial Compression
            • D1.A.5.3 Flexural Design Strength
            • D1.A.5.4 Design for Shear
            • D1.A.5.5 Design for Combined Forces
            • D1.A.5.6 Design for Torsion
            • D1.A.5.7 Design of Web-Tapered Members
            • D1.A.5.8 Design of I-Section with Cover Plates
          • D1.A.6 Design Parameters
          • D1.A.7 Code Checking and Member Selection
          • D1.A.8 Tabulated Results of Steel Design
          • D1.A.9 Seismic Provision Checking per AISC 341
          • D1.A.10 AISC 360-16 Design
            • D1.A.10.1 Tension
            • D1.A.10.2 Compression
            • D1.A.10.3 Flexure
            • D1.A.10.4 Shear
            • D1.A.10.5 Combined Forces and Torsion
            • D1.A.10.6 Updates to AISC 360-16
            • D1.A.10.7 Output
        • D1.B. American Codes - Steel Design per AISC 9th Edition
          • D1.B.1 Working Stress Design
            • D1.B.1.1 Allowables per AISC Code
              • D1.B.1.1.1 Tension Stress
              • D1.B.1.1.2 Shear Stress
              • D1.B.1.1.3 Stress Due To Compression
              • D1.B.1.1.4 Bending Stress
              • D1.B.1.1.5 Combined Compression and Bending
              • D1.B.1.1.6 Singly Symmetric Sections
              • D1.B.1.1.7 Torsion per Publication T114
              • D1.B.1.1.8 Design of Web Tapered Sections
              • D1.B.1.1.9 Slender Compression Elements
            • D1.B.1.2 Design Parameters
            • D1.B.1.3 Code Checking
            • D1.B.1.4 メンバーの選定
            • D1.B.1.5 Truss Members
            • D1.B.1.6 Unsymmetric Sections
            • D1.B.1.7 Composite Beam Design as per AISC-ASD
            • D1.B.1.8 Plate Girders
            • D1.B.1.9 Tabulated Results of Steel Design
            • D1.B.1.10 Weld Design
          • D1.B.2 Castellated Beams
            • D1.B.2.1 Analysis and Design Criteria
            • D1.B.2.2 Design Parameters
            • D1.B.2.3 Design Procedure
            • D1.B.2.4 General Format
            • D1.B.2.5 Steel Design Output
              • Viewing the design results in the GUI
            • D1.B.2.6 Example
          • D1.B.3 Design of Beams with Web Openings
            • D1.B.3.1 Description
            • D1.B.3.2 Design steps for Steel Beam with Web Opening
            • D1.B.3.3 Calculation Steps
            • D1.B.3.4 General Format
        • D1.C. American Codes - Steel Design per AISC LRFD Specification
          • D1.C.1 General Comments
          • D1.C.2 LRFD Fundamentals
          • D1.C.3 Analysis Requirements
          • D1.C.4 Section Classification
          • D1.C.5 Limit States
            • D1.C.5.1 Axial Tension
            • D1.C.5.2 Axial Compression
            • D1.C.5.3 Flexural Design Strength
            • D1.C.5.4 Combined Axial Force and Bending
            • D1.C.5.5 Design for Shear
          • D1.C.6 Design Parameters
          • D1.C.7 Code Checking and Member Selection
          • D1.C.8 Tabulated Results of Steel Design
          • D1.C.9 Composite Beam Design per the AISC LRFD 3rd edition code
        • D1.D. American Codes - Steel Design per AASHTO Specifications
          • D1.D.1 AASHTO (ASD)
            • D1.D.1.1 General
            • D1.D.1.2 Allowable Stresses
            • D1.D.1.3 AASHTO (ASD) Design Parameters
          • D1.D.2 AASHTO (LRFD)
            • D1.D.2.1 General
            • D1.D.2.2 Capacities per AASHTO (LRFD) Code
            • D1.D.2.3 AASHTO (LRFD) Design Parameters
        • D1.E. American Codes - Steel Design per AISI Cold Formed Steel Code
          • D1.E.1 Cross-Sectional Properties 
          • D1.E.2 The AISI Steel Section Library
          • D1.E.3 Design Procedure
          • D1.E.4 Code Checking and Member Selection
          • D1.E.5 Design Parameters
        • D1.F. American Codes - Concrete Design per ACI 318
          • D1.F.1 Design Operations
          • D1.F.2 Section Types for Concrete Design
            • D1.F.2.1 Section Types Supported for ACI 318-99 – ACI 318-11
          • D1.F.3 Design Parameters
            • D1.F.3.1 ACI 318-2011 Design Parameters
            • D1.F.3.2 Pre ACI 318-2011 Design Parameters
          • D1.F.4 Beam Design
            • D1.F.4.1 Strength and Ductility Design
            • D1.F.4.2 Minimum Flexural Reinforcement
            • D1.F.4.3 Shear and Torsion Design
            • D1.F.4.4 Definition of Bar Positions
            • D1.F.4.5 Beam Design Output
            • D1.F.4.6 Beam Design per ACI 318-11 and Earlier
              • D1.F.4.6.1 Cracked Moment of Inertia - ACI Beam Design
              • D1.F.4.6.2 Design of I-shaped beams per ACI-318
              • D1.F.4.6.3 ACI 318-11 and Earlier Beam Design Output
          • D1.F.5 Column Design
            • D1.F.5.1 Strength Design
            • D1.F.5.2 Slenderness Effects and Analysis Considerations
            • D1.F.5.3 Moment Magnification
            • D1.F.5.4 Definition of Bar Positions
            • D1.F.5.5 Column Design Output
            • D1.F.5.6 Column Design in Pre-2014 Codes
              • D1.F.5.6.1 Slenderness Effects and Analysis Consideration
          • D1.F.6 Slab Design
          • D1.F.7 Scope of ACI 318 Code Implemented
        • D1.G. American Codes - Timber Design per AITC Code
          • D1.G.1 Design Operations
          • D1.G.2 Allowable Stress per AITC Code
          • D1.G.3 Input Specification
          • D1.G.4 Naming Conventions for Sections
          • D1.G.5 Design Parameters
          • D1.G.6 Member Design Capabilities
          • D1.G.7 Orientation of Lamination
          • D1.G.8 Tabulated Results of Member Design
          • D1.G.9 Examples
        • D1.H. American Codes - Aluminum Design per 1994 ADM
          • D1.H.1 Member Properties
          • D1.H.2 Design Procedure
          • D1.H.3 Design Parameters
          • D1.H.4 Code Checking
          • D1.H.5 Member Selection
        • D1.I. American Codes - Steel Design per ASCE Transmission Tower Codes
          • D1.I.1. American Transmission Tower Code - Steel Design per ASCE 10-97
            • D1.I.1.1 General Comments
            • D1.I.1.2 Allowable Stresses per ASCE 10-97
            • D1.I.1.3 Critical Conditions used as criteria to determine Pass/Fail status
            • D1.I.1.4 Design Parameters
            • D1.I.1.5 Code  Checking  and  Member  Selection
          • D1.I.2. American Transmission Tower Code - Steel Design per ASCE Manuals and Reports
            • D1.I.2.1 General Comments
            • D1.I.2.2 Allowable Stresses per ASCE (Pub. 52)
            • D1.I.2.3 Design Parameters
            • D1.I.2.4 Code Checking and Member Selection
        • D1.J. American Codes - Steel Design per API 2A-WSD 2000
          • D1.J.1 Design Operations
          • D1.J.2 Allowables per API  Code
            • D1.J.2.1 Tension Stress
            • D1.J.2.2 Shear Stress
            • D1.J.2.3 Stress Due to Compression
            • D1.J.2.4 Combined Compression and Bending
            • D1.J.2.5 Bending Stress
            • D1.J.2.6 Simple Joints: Capacity Checks
          • D1.J.3 Design Parameters
          • D1.J.4 Code Checking
          • D1.J.5 Member Selection
          • D1.J.6 Chord Selection and Qf Parameter
          • D1.J.7 Tabulated Results of Steel Design
          • D1.J.8 Joint Design
            • D1.J.8.1 Joint Checking
            • D1.J.8.2 Joint File Format
        • D1.K. American Codes - Steel Design per ANSI/AISC N690 Design Codes
          • D1.K.1. ANSI/AISC N690-1994 Code
            • D1.K.1.1 General Comments
            • D1.K.1.2 Design Parameters
          • D1.K.2. ANSI/AISC N690-1984 Code
            • D1.K.2.1 Design Process
            • D1.K.2.2 Member Property Specification
            • D1.K.2.3 Design Parameters
            • D1.K.2.4 Code Checking and Member Selection
        • D1.L. American Codes - Steel Design per ASME NF Codes
          • D1.L.1. ASME NF 3000 - 1974 & 1977 Codes
            • D1.L.1.1 Design Process
              • D1.L.1.1.1 Slenderness 
              • D1.L.1.1.2 Tension
              • D1.L.1.1.3 Compression
              • D1.L.1.1.4 Bending Stress
              • D1.L.1.1.5 Combined Interaction Check
              • D1.L.1.1.6 Shear Stress
            • D1.L.1.1 Member Property Specification
            • D1.L.1.3 Design Parameters
            • D1.L.1.4 Code Checking and Member Selection
            • D1.L.1.5 Example
          • D1.L.2. ASME NF 3000 - 1989 Code
            • D1.L.2.1 Design Process
              • D1.L.2.1.1 Slenderness
              • D1.L.2.1.2 Tension
              • D1.L.2.1.3 Compression
              • D1.L.2.1.4 Bending Stress
              • D1.L.2.1.5 Combined Interaction Check
              • D1.L.2.1.6 Shear Stress
            • D1.L.2.2 Member Property Specification
            • D1.L.2.3 Design Parameters
            • D1.L.2.4 Code Checking and Member Selection
            • D1.L.2.5 Example
          • D1.L.3. ASME NF 3000 - 1998 Code
            • D1.L.3.1 Design Process
              • D1.L.3.2.1 Slenderness
              • D1.L.3.2.2 Tension
              • D1.L.3.2.3 Compression
              • D1.L.3.2.4 Bending Stress
              • D1.L.3.2.5 Combined Interaction Check
              • D1.L.3.2.6 Shear Stress
            • D1.L.3.3 Member Property Specification
            • D1.L.3.4 Design Parameters
            • D1.L.3.5 Code Checking and Member Selection
            • D1.L.3.6 Example
          • D1.L.4. ASME NF 3000 - 2001 & 2004 Codes
            • D1.L.4.1 Design Process
              • D1.L.4.1.1 Slenderness  
              • D1.L.4.1.2 Tension
              • D1.L.4.1.3 Compression  
              • D1.L.4.1.4 Bending Stress  
              • D1.L.4.1.5 Combined Interaction Check
              • D1.L.4.1.6 Shear Stress  
            • D1.L.4.2 Member Property Specification
            • D1.L.4.3 Design Parameters
            • D1.L.4.4 Code Checking and Member Selection
            • D1.L.4.5 Example of 2004 Code
          • D1.L.5. ASME NF 3000 Service Level Conditions
      • D2. Australian Codes
        • D2.A. Australian Codes - Concrete Design per AS 3600 - 2001
          • D2.A.1 Section Types for Concrete Design
          • D2.A.2 Member Dimensions
          • D2.A.3 Design Parameters
          • D2.A.4 Slenderness Effects and Analysis Consideration
          • D2.A.5 Beam Design
          • D2.A.6 Column Design
          • D2.A.7 Slab or Wall Design
        • D2.B. Australian Codes - Steel Design per AS 4100 - 1998
          • D2.B.1 General
          • D2.B.2 Analysis Methodology
          • D2.B.3 Member Property Specifications
          • D2.B.4 Built-in Steel Section Library
          • D2.B.5 Section Classification
          • D2.B.6 Material Properties
          • D2.B.7 Member Resistances
          • D2.B.8 Design Parameters
          • D2.B.9 Code Checking
          • D2.B.10 Member Selection
          • D2.B.11 Tabulated Results of Steel Design
          • D2.B.12 Physical Member Design
            • D2.B.12.6 Physical Member Restraints Specification
      • D3. British Codes
        • D3.A. British Codes - Concrete Design per BS8110
        • D3.B. British Codes - Steel Design per BS5950:2000
          • D3.B.1 General
          • D3.B.2 Analysis Methodology
          • D3.B.3 Member Property Specifications
          • D3.B.4 Built-In Steel Section Library
          • D3.B.5 Member Capacities
          • D3.B.6 Design Parameters
          • D3.B.7 Design Operations
          • D3.B.8 Code Checking
          • D3.B.9 Member Selection
          • D3.B.10 Tabulated Results of Steel Design
          • D3.B.11 Plate Girders
          • D3.B.12 Composite Sections
          • D3.B.13 Design of Tapered Beams
        • D3.C. British Codes - Design per BS5400
          • D3.C.1 General Comments
          • D3.C.2 Shape Limitations
          • D3.C.3 Section Class
          • D3.C.4 Moment Capacity
          • D3.C.5 Shear Capacity
          • D3.C.6 Design Parameters
          • D3.C.7 Composite Sections
        • D3.D. British Codes - Design per BS8007
          • D3.D.1 Design Process
          • D3.D.2 Design Parameters
          • D3.D.3 Structural Model
          • D3.D.4 Wood & Armer Moments
        • D3.E. British Codes - Design per British Cold Formed Steel Code
          • D3.E.1 Cross-Sectional Properties
          • D3.E.2 Design Procedure
          • D3.E.3 Design Equations
          • D3.E.4 Design Parameters
      • D4. Canadian Codes
        • D4.A. Canadian Codes - Concrete Design per CSA Standard A23.3-94
          • D4.A.1 Section Types for Concrete Design
          • D4.A.2 Member Dimensions
          • D4.A.3 Slenderness Effects and Analysis Considerations
          • D4.A.4 Design Parameters
          • D4.A.5 Beam Design
          • D4.A.6 Column Design
          • D4.A.7 Slab and Wall Design
        • D4.B. Canadian Codes - Steel Design per CSA Standard CAN/CSA-S16-01
          • D4.B.1 General Comments
          • D4.B.2 Analysis Methodology
          • D4.B.3 Member Property Specifications
          • D4.B.4 Built-in Steel Section Library
          • D4.B.5 Section Classification
          • D4.B.6 Member Resistances
            • D4.B.6.1 Nomenclature
            • D4.B.6.2 Members Subject to Axial Forces
            • D4.B.6.3 Members Subject to Bending
            • D4.B.6.4 Members Subject to Combined Forces
            • D4.B.6.5 Shear
          • D4.B.7 Design Parameters
          • D4.B.8 Code Checking
          • D4.B.9 Member Selection
          • D4.B.10 Tabulated Results of Steel Design
        • D4.C. Canadian Codes - Cold Formed Steel Design per S136-94
          • D4.C.1 Cross-Sectional Properties
          • D4.C.2 Design Procedure
          • D4.C.3 Design Parameters
        • D4.D. Canadian Codes - Timber Design per CAN/CSA-086-01
          • D4.D.1 General Comments
          • D4.D.2 Analysis Methodology
          • D4.D.3 Member Property Specifications
          • D4.D.4 Built-in Timber Section Library
          • D4.D.5 Member Resistance
          • D4.D.6 Design Parameters
          • D4.D.7 Code Checking
          • D4.D.8 Member Selection
          • D4.D.9 Tabulated Results of Timber Design
        • D4.E. Canadian Codes - Steel Design per CAN/CSA-S16-09/14/19
          • D4.E.1 General Comments
          • D4.E.2 Analysis Methodology
          • D4.E.3 Member Property Specifications
          • D4.E.4 Built-in Steel Section Library
          • D4.E.5 Section Classification
          • D4.E.6 Member Resistances
            • D4.E.6.1 Members Subject to Axial Forces
            • D4.E.6.2 Members Subject to Bending
            • D4.E.6.3 Members Subject to Combined Forces
            • D4.E.6.4 Members Subject to Shear
          • D4.E.7 Design Parameters
      • D5. European Codes
        • D5.A. European Codes - Concrete Design Per DD ENV 1992
        • D5.B. European Codes - Steel Design per Eurocode 3 [DD ENV 1993-1-1:1992]
          • D5.B.1 General Description
          • D5.B.2 Analysis Methodology
          • D5.B.3 Material Properties and Load Factors
          • D5.B.4 Section Classification
          • D5.B.5 Member Design
            • D5.B.5.1 Design of Beams as per DD ENV 1993-1-1:1992
            • D5.B.5.2 Design of Axially Loaded Members
            • D5.B.5.3 Design of members with combined axial load and bending
          • D5.B.6 Design Parameters
          • D5.B.7 Code Checking
          • D5.B.8 Member Selection 
          • D5.B.9 Tabulated Results of Steel Design
        • D5.C. European Codes - Steel Design to Eurocode 3 [EN 1993-1-1:2005]
          • D5.C.1 General Description
          • D5.C.2 Analysis Methodology
          • D5.C.3 Material Properties and Load Factors
          • D5.C.4 Section Classification
          • D5.C.5 Member Design
            • D5.C.5.1 Members Subject to Axial Loads
            • D5.C.5.2 Members Subject to Bending Moments
            • D5.C.5.3 Members Subject to Shear
            • D5.C.5.4 Members Subject to Torsion
              • D5.C.5.4.1 Basic stress check
              • D5.C.5.4.2 Detailed stress check
            • D5.C.5.5 Members Subject to Combined Forces
            • D5.C.5.6 Design of Slender pipe sections to EN 1993-1-6
          • D5.C.6 Design Parameters
          • D5.C.7 Code Checking
          • D5.C.8 Member Selection
          • D5.C.9 Tabulated Results of Steel Design
        • D5.D. European Codes - National Annexes to Eurocode 3 [EN 1993-1-1:2005]
          • D5.D.1 General Format
          • D5.D.2 Specifying the design engine to use a national annex
          • D5.D.3 Dutch National Annex to EC3
            • D5.D.3.2 Clause 6.1 – General
            • D5.D.3.3 Clause 6.2.8 – Bending and shear
            • D5.D.3.4 Clause 6.2.10 – Bending shear and axial force
            • D5.D.3.5 Clause 6.3 – Buckling resistance of members
            • D5.D.3.6 Clause 6.3.1.3 – Slenderness for flexural buckling
            • D5.D.3.6 Clause 6.3.1.4 – Slenderness for torsional and torsional-flexural buckling
            • D5.D.3.7 Clauses 6.3.2.2 and 6.3.2.3 – Lateral torsional buckling curves
            • D5.D.3.8 Clause 6.33 – Uniform members in bending and axial compression
          • D5.D.4 Norwegian National Annex to EC3
            • D5.D.4.1 Clause 6.1(1) – General: Partial Safety Factors for buildings
          • D5.D.5 UK National Annex to EC3
            • D5.D.5.1 Clause 6.1(1) – General: Partial Safety Factors for buildings
            • D5.D.5.2 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.5.3 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.5.4 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per UK NA
            • D5.D.5.5 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.5.6 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.5.7 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.6 French National Annex to EC3
            • D5.D.6.1 Clause 3.2.1(1) - Material Properties
            • D5.D.6.2 Clause 6.1(1) – General
            • D5.D.6.3 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.6.4 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.6.5 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.6.6 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.6.7 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.7 Finnish National Annex to EC3
            • D5.D.7.1 Clause 3.2.1(1) - Material Properties
            • D5.D.7.2 Clause 6.1(1) – General
            • D5.D.7.3 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.7.4 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.7.5 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per Finnish NA
            • D5.D.7.6 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.7.7 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.7.8 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.8 Polish National Annex to EC3
            • D5.D.8.1 Clause 3.2.1(1) - Material Properties
            • D5.D.8.2 Clause 6.1(1) – General
            • D5.D.8.3 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.8.4 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.8.5 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per Polish NA
            • D5.D.8.6 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.8.7 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.8.8 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.9 Singaporean National Annex to EC3
            • D5.D.9.1 Clause 6.1 – General
            • D5.D.9.2 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.9.3 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.9.4 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per Singaporean NA
            • D5.D.9.5 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.9.6 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.9.7 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.10 Belgian National Annex to EC3
            • D5.D.10.1 Clause 6.1(1) – General
            • D5.D.10.2 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.10.3 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.10.4 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per Belgium NA
            • D5.D.10.5 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.10.6 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.10.7 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.11 Malaysian National Annex to EC3
            • D5.D.11.1 Clause 6.1(1) – General: Partial Safety Factors for buildings
            • D5.D.11.2 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.11.3 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.11.4 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per Malaysian NA
            • D5.D.11.5 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.11.6 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.11.7 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.12 German National Annex to EC3
            • D5.D.12.1 Clause 6.1(1) – General: Partial Safety Factors for buildings
            • D5.D.12.2 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.12.3 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.12.4 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per German NA
            • D5.D.12.5 Clause 6.3.2.3(2) – Modification factor, f, for LTB checks
            • D5.D.12.6 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.12.7 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
          • D5.D.13 Swedish National Annex to EC3
            • D5.D.13.1 Clause 3.2.(2) - Steel Grades
            • D5.D.13.2 Clause 6.1(1) – General: Partial Safety Factors for Buildings
            • D5.D.13.3 Clause 6.3.2.2 –Elastic critical moment and imperfection factors for LTB checks
            • D5.D.13.4 Clause 6.3.2.3(1) – LTB for rolled sections or equivalent welded section
            • D5.D.13.5 Clauses 6.3.2.2 and 6.3.2.3 — Calculation of LTB Reduction factor, χLT as per Swedish NA
            • D5.D.13.6 Clause 6.3.3(5) – Interaction factors kyy, kyz, kzy, and kzz
            • D5.D.13.7 Clause 6.3.1.4 - Slenderness for torsional and torsional-flexural buckling
        • D5.E. European Codes - Timber Design Per EC 5: Part 1-1
          • D5.E.1 General Comments
          • D5.E.2 Analysis Methodology
          • D5.E.3 Design Parameters
      • D6. French Codes
        • D6.A. French Codes - Steel Design per CM66-1977 (French)
          • D6.A.1 General Comments
          • D6.A.2 Basis of Methodology
          • D6.A.3 Member Capacities
          • D6.A.4 Combined Axial Force and Bending
          • D6.A.5 Design Parameters
          • D6.A.6 Code Checking and Member Selection
          • D6.A.7 Tabulated Results of Steel Design
          • D6.A.8 Built-in French Steel Section Library
      • D7. German Codes
        • D7.A. German Codes - Steel Design per DIN 18800 Code
          • D7.A.1 General
          • D7.A.2 Analysis Methodology
          • D7.A.3 Member Property Specifications
          • D7.A.4 Built-in German Steel Section Library
          • D7.A.5 Member Capacities
          • D7.A.6 Combined Loading
          • D7.A.7 Design Parameters
          • D7.A.9 Code Checking
          • D7.A.9 Member Selection
      • D8. Indian Codes
        • D8.A. Indian Codes - Steel Design per IS 800 - 2007
          • D8.A.1 General Comments
          • D8.A.2 Design Process
            • D8.A.2.1 Slenderness
            • D8.A.2.2 Section Classification
            • D8.A.2.3 Tension
            • D8.A.2.4 Compression
            • D8.A.2.5 Shear
            • D8.A.2.6 Bending
            • D8.A.2.7 Combined Interaction Check
            • D8.A.2.8 Minimum Web Thickness
          • D8.A.3 Member Property Specification
          • D8.A.4 Design Parameters
          • D8.A.5 Code Checking and Member Selection
          • D8.A.6 Amendment 1 - January 2012
          • D8.A.7 Seismic Detailing per Section 12
        • D8.B. Indian Codes - Steel Design per IS 800 - 1984
          • D8.B.1 Design Operations
          • D8.B.2 General Comments
          • D8.B.3 Allowable Stresses
            • D8.B.3.1 Axial Stress
            • D8.B.3.2 Bending Stress
            • D8.B.3.3 Shear Stress
            • D8.B.3.4 Combined Stress
          • D8.B.4 Design Parameters
          • D8.B.5 Stability Requirements
          • D8.B.6 Truss Members
          • D8.B.7 Deflection Check
          • D8.B.8 Code Checking
          • D8.B.9 Member Selection
          • D8.B.10 Member Selection By Optimization
          • D8.B.11 Tabulated Results of Steel Design
          • D8.B.12 Built-in Indian Steel Table
          • D8.B.13 Column With Lacings And Battens
        • D8.C. Indian Codes - Cold Formed Steel Design per IS 801 - 1975
          • D8.C.1 Cross-Sectional Properties
          • D8.C.2 Design Procedure
          • D8.C.3 Code Checking and Member Selection
          • D8.C.4 Design Parameters
          • D8.C.5 Design Results
        • D8.D. Indian Codes - Steel Design per IS 802 - 1995
          • D8.D.1 General Comments
          • D8.D.2 Allowable Stresses
            • 8D.D.2.1 Axial Stress
          • 8D.D.3 Stability Requirements
          • 8D.D.4 Minimum Thickness Requirement
          • 8D.D.5 Code Checking
          • 8D.D.6 Member Selection
          • 8D.D.7 Tabulated Results of Steel Design
          • 8D.D.8 Design Parameters
          • 8D.D.9 Calculation of Net Section Factor
          • 8D.D.10 Example Problem
        • D8.E. Indian Codes - Concrete Design per IS 456
          • D8.E.1 Section Types for Concrete Design
          • D8.E.2 Member Dimensions
          • D8.E.3 Design Parameters
          • D8.E.4 Slenderness Effects and Analysis Consideration
          • D8.E.5 Beam Design
          • D8.E.6 Column Design
          • D8.E.7 Bar Combination
          • D8.E.8 Element Design
          • D8.E.9 Wall Design in accordance with IS 456-2000
        • D8.F. Indian Codes - Concrete Design per IS 13920-2016
          • D8.F.1 Scope
          • D8.F.2 Beam Design
          • D8.F.3 Column Design
          • D8.F.4 Design Parameters
        • D8.G. Indian Codes - Concrete Design per IS 13920-1993
          • D8.G.1 Design Operations
          • D8.G.2 Section Types for Concrete Design
          • D8.G.3 Design Parameters
          • D8.G.4 Beam Design
          • D8.G.5 Column Design
          • D8.G.6 Bar Combination
      • D9. 日本のコード
        • D9.A. 日本のコード - 日本建築学会鉄筋コンクリート構造設計規準1991に基づく設計
          • D9.A.1 コンクリート設計用断面タイプ
          • D9.A.2 メンバー寸法
          • D9.A.3 細長さの影響と解析上の考慮
          • D9.A.4 はりの設計
            • D9.A.4.1 曲げに関する設計
            • D9.A.4.2 せん断に関する設計
            • D9.A.4.3 ねじりに関する設計  
          • D9.A.5 柱の設計
          • D9.A.6 スラブと壁の設計
          • D9.A.7 設計パラメータ
        • D9.B. 日本のコード - 日本建築学会鋼構造設計規準（2005）に基づく設計
          • D9.B.1 概要
          • D9.B.2 メンバー耐力
          • D9.B.3 設計パラメータ
          • D9.B.4 Von Mises応力チェック
        • D9.C. 日本のコード - 日本建築学会鋼構造設計規準（2002）に基づく設計
          • D9.C.1 概要
          • D9.C.2 解析方法
          • D9.C.3 メンバー特性の設定
          • D9.C.4 日本の組立鋼材断面ライブラリ
          • D9.C.5 メンバー耐力
          • D9.C.6 組合せ加重
          • D9.C.7 設計パラメータ
          • D9.C.8 コードチェック
          • D9.C.9 メンバーの選定
          • D9.C.10 Von Mises応力チェック
      • D10. Mexican Codes
        • D10.A. Mexican Codes - Concrete Design per MEX NTC 1987
          • D10.A.1 Design Operations
          • D10.A.2 Section Types for Concrete Design
          • D10.A.3 Member Dimensions
          • D10.A.4 Design Parameters
          • D10.A.5 Beam Design
          • D10.A.6 Column Design
          • D10.A.7 Column Interaction
          • D10.A.8 Column Design Output
          • D10.A.9 Slab Design
        • D10.B. Mexican Codes - Steel Design per NTC 1987
          • D10.B.1 General
          • D10.B.2 Limit States Design Fundamentals
          • D10.B.3 Member End Forces and Moments
          • D10.B.4 Section Classification
          • D10.B.5 Member in Axial Tension
          • D10.B.6 Axial Compression
          • D10.B.7 Flexural Design Strength
          • D10.B.8 Design for Shear
          • D10.B.9 Combined Compression Axial Force and Bending
          • D10.B.10 Combined Tension Axial Force and Bending
          • D10.B.11 Design Parameters
          • D10.B.12 Code Checking and Member Selection
          • D10.B.13 Tabulated Results of Steel Design
      • D11. New Zealand Codes
        • D11.A. New Zealand Codes - Steel Design per NZS 3404-1997
          • D11.A.1 Member Property Specifications
          • D11.A.2 Material Properties
          • D11.A.3 Section Classification
          • D11.A.4 Member Resistance
          • D11.A.5 Member Design
            • D11.A.5.1 Analytical Member Design
            • D11.A.5.2 Physical Member Design
          • D11.A.6 Design Parameters
          • D11.A.7 Output Format
      • D12. Norwegian Codes
        • D12.A. Norwegian Codes - Steel Design per NS 3472 / NPD
          • D12.A.1 General Notes
          • D12.A.2 Basis for Code Checking
            • D12.A.2.1 Calculation of Forces and Bending Moments
            • D12..A.2.2 Members with Axial Forces
            • D12.A.2.3 Members with Axial Force and Bending Moments
            • D12.A.2.4 Lateral Buckling
            • D12.A.2.5 Von Mises Yield Criterion
            • D12.A.2.6 Material Factor and Nominal Stresses
            • D12.A.2.7 Code Checking According to NPD
            • Norwegian Codes - Steel Design per NS 3472 / NPD
          • D12.A.3 Design Parameters
          • D12.A.4 Stability Check According to NS 3472
          • D12.A.5 Stability Check According to NPD
          • D12.A.6 Yield Check
            • D12.A.6.1 Double symmetric wide flange profile
            • D12.A.6.2 Single symmetric wide flange profile and tapered section
            • D12.A.6.3 Pipe profile
            • D12.A.6.4 Tube profile
            • D12.A.6.5 Channel profile
            • D12.A.6.6 Angle profile type RA (reverse angle)
            • D12.A.6.7 Rectangular massive box (prismatic)
          • D12.A.7 Tubular Joint Check, NPD 3.5
          • D12.A.8 Tabulated Results
            • D12.A.8.1 Output for member design
            • D12.A.8.2 Output for Joint Capacity Code Checking
            • D12.A.8.3 Special prints (not code check)
        • D12.B. Norwegian Codes - Steel Design per NORSOK N-004
          • D12.B.1 Member Resistances
            • D12.B.1.5 Ultimate Limit State
          • D12.B.3 Design Parameters
          • D12.B.4 Code Checking
          • D12.B.5 Member Selection
          • D12.B.6 Tubular Joint Checking
          • D12.B.7 Tubular Joint Resistance
          • D12.B.8 External Geometry File
          • D12.B.9 Tabulated Results
      • D13. Russian Codes
        • D13.A. Russian Codes - Concrete Design Per SNiP 2.03.01-84*
          • D13.A.1 General
          • D13.A.2 Design Parameters
          • D13.A.3 Beams
          • D13.A.4 Columns
          • D13.A.5 Two Dimensional Elements (slabs, walls, shells)
        • D13.B. Russian Codes - Steel Design Per SNiP 2.23-81* (Edition 1990)
          • D13.B.1 General
          • D13.B.2 Built-in Russian Steel Section Library
          • D13.B.3 Member Capacities
            • D13.B.3.1 Axial Tension Members
            • D13.B.3.2 Axial Compression Members
            • D13.B.3.3 Flexural members
            • D13.B.3.4 Eccentric Compression/Tension Members
          • D13.B.4 Design Parameters
          • D13.B.5 Member Selection and Code Check
        • D13.C. Russian Codes - Steel Design Per SP 16.13330.2011
          • D13.C.1 General
          • D13.C.2 Member Capacities
          • D13.C.3 Built-in Russian Steel Section Library
          • D13.C.4 Design Parameters
          • D13.C.5 Member Selection and Code Check
        • D13.D. Russian Codes - Concrete Design Per SP 63.1330.2012
          • D13.D.1 General
          • D13.D.2 Design Parameters
          • D13.D.3 Beams
          • D13.D.4 Columns
          • D13.D.5 2DElements: Slabs, Walls, and Shells
        • D13.E. Russian Codes - Steel Design per SP 16.13330.2017
          • D13.E.1 General
          • D13.E.2 Member Capacities
          • D13.E.3 Supported Section Profiles
          • D13.E.4 Design Parameters
          • D13.E.5 Member Selection and Code Check
      • D14. South African Codes
        • D14.A. South African Codes - Concrete Design per SABS-0100-1
          • D14.A.1 Design Parameters
          • D14.A.2 Member Dimensions
          • D14.A.3 Beam Design
          • D14.A.4 Column Design
        • D14.B. South African Codes - Steel Design per SANS10162-1:1993
          • D14.B.1 General
          • D14.B.2 Analysis Methodology
          • D14.B.3 Member Property Specifications
          • D14.B.4 Built-in Steel Section Library
          • D14.B.5 Section Classification
          • D14.B.6 Member Resistances
          • D14.B.7 Design Parameters
          • D14.B.8 Code Checking
          • D14.B.9 Member Selection
          • D14.B.10 Tabulated Results of Steel Design
        • D14.C. South African Codes - Steel Design Per SANS 10162-1:2011
          • D14.C.1 General
          • D14.C.2 Analysis Methodology
          • D14.C.3 Member Property Specifications
          • D14.C.4 Built-in Steel Section Library
          • D14.C.5 Section Classification
          • D14.C.6 Member Resistances
            • D14.C.6.1 Resistance Factor
            • D14.C.6.2 Axial Tension
            • D14.C.6.3 Flexural Buckling - Axial Compression
            • D14.C.6.4 Torsional or Torsional-Flexural Buckling
            • D14.C.6.5 Shear
            • D14.C.6.6 Bending
            • D14.C.6.7 Member Strength and Stability
            • D14.C.6.8 Combined Axial Tension and Bending
          • D14.C.7 Design Parameters
          • D14.C.8 Code Checking and Member Selection
  • Postprocessing and Reports
    • P. To view analysis results
    • P. Postprocessing Workflow
      • P. To create a animated video file from analysis results
      • P. Nodal Results
        • P. To display displacements
        • P. To display the deflect shape
        • P. To display the support reaction values
        • P. To graphically display reactions at each support
        • P. To display load versus displacement graph
        • P. To display base pressure results
        • P. To display nodal instabilities
      • P. Beam Results
        • P. To display results diagrams on the members
        • P. To view stress contour of a beam
        • P. To view stress contour of a General UPT beam
        • P. To display steel design utilization ratios
        • P. To display bending and shear diagrams
      • P. Plate Results
        • P. To display plate results contours
        • P. To display plate results along a cut line
      • P. Solid Results
        • P. To display solid results contours
      • P. Dynamic Results
        • P. To display mode shapes
        • P. To display time history graphs
        • P. To display floor spectrum results
        • P. To display buckling analysis results
      • P. Reports
        • P. To generate a node displacement report
        • P. To generate transfer forces report
        • P. To generate a floor vibration report
          • P. Floor Vibrations Engineering Theory
      • P. Reviewing Pushover Analysis Results
        • P. To review pushover load steps
        • P. To view capacity curve and determine target displacement
        • P. To display pushover node results
        • P. To review pushover beam results
      • P. Pages in the Postprocessing Workflow
        • P. Node Results - Layouts
          • P. Node Displacements table
          • P. Beam Relative Displacement Detail table
          • P. Support Reactions table
          • Statics Check Results table
          • P. Unstable Joints table
          • P. Base Pressure table
        • P. Beam Results - Layouts
          • P. Beam End Forces table
          • P. Beam Combined Axial and Bending Stress table
          • P. Design Results table
        • P. Plate Results - Layouts
          • P. Plate Corner Stress table
          • P. Plate Center Stress table
        • P. Solid Results - Layouts
          • P. Solid Corner Stress table
          • P. Solid Corner Stress table
        • P. Geometric Nonlinearity - Layouts
        • P. Pushover - Layouts
          • (Pushover) Load Values table
          • Capacity Curve graph
          • (Pushover) Node Displacements table
          • (Pushover) Support Reactions table
          • (Pushover) Beam Hinge Results table
          • (Pushover) Beam Force Details table
    • P. Generating Reports
      • P. To setup report contents
      • P. To add a custom header and logo to reports
    • P. 鋼材オートドラフタ Workflow
      • P. To open the 鋼材オートドラフタ workflow
      • P. To configure units in 鋼材オートドラフタ
      • P. Drawing
        • P. To add a plan drawing
        • P. To add a section drawing
        • P. To create a drawing group
          • Section View dialog
        • P.To open a drawing in MicroStation
      • P. To edit grid labels
      • P. Built-Up Sections in 鋼材オートドラフタ
      • P. Drawing List & Groups panel
      • P. To generate a material take-off
    • P. Earthquake workflow
      • P. Using the Earthquake Workflow
        • P. To open the Earthquake workflow
        • P. To check stiffness of a structure per EC8
        • P. To check for plan irregularities
        • P. To check for elevation irregularities
      • P. Pages in the Earthquake Workflow
        • P. EC8 Stiffness page
          • P. Floors dialog
          • P. Story Stiffness table
          • P. Soft Story table
        • P. EC8 Plan page
          • P. Check Regularity in Plan dialog
          • P. Torsional Radius Check table
          • P. Slab Re-Entrant Corners table
        • P. Eurocode 8 | Elevation Regularity page
          • P. Earthquake Elevation Criteria dialog
          • P. Elevation Regularity table
    • P. Plotting from STAAD.Pro
      • P. Plot Using the Print Current View Tool
      • P. Plot Using the Take Picture Tool
      • P. Plot Using the Export View Option
      • P. Plot Using the Copy Picture Option
  • Data Files and Interoperability
    • I. STAAD.Proエディタ
      • I. Getting Started
        • I. Quick Overview
        • I. To start the editor from STAAD.Pro
        • I. To start the editor externally
        • To select the character encoding
        • I. To Pin a Panel
        • I. STAAD Input Files
          • I. To create a new STAAD入力ファイル
          • I. To open an existing STAAD入力ファイル
          • I. To save chagnes to a STAAD入力ファイル
        • I. Getting Help
      • I. Editing Input Files
        • I. Typing Commands
        • I. To add a comment
        • I. To check for syntax errors
        • I. Navigation
          • I. To go to a line
          • I. Bookmarks
          • I. Find and Replace
            • I. To find something
            • I. To replace something
            • I. To find all occurances of a string
            • I. Search Methods
        • I. Snippets
          • I. To insert a code snippet
          • I. To create a code snippet
          • I. Creating a New Code Snippet
      • I. Ribbons
        • I. File tab
        • I. Home tab
          • I. Settings dialog
      • I. Keyboard Shortcuts
    • I. Integrated Structural Modeling
      • I. ISM Sync Tools Overview
      • I. What is ISM?
    • I. Backups
      • I. To enable auto-recovery
      • I. To create a restore point
      • I. To restore a model from a backup
      • I. To compare backups
    • I. Archives
      • I. To create an archive
      • I. To open an archive file
      • I. To extract an archive
    • Bentley CONNECT Features
      • ProjectWiseプロジェクト Association
        • To Associate a ProjectWiseプロジェクト with Your File
        • To Disassociate a ProjectWiseプロジェクト from a File
        • Assign Project dialog
        • Register a ProjectWiseプロジェクト
      • Automated Updates via the CONNECTION Client
      • Subscription Entitlement Service
    • I. Using ProjectWise in STAAD.Pro
      • I. To open a STAAD input file from a ProjectWise repository
      • I. To check in a STAAD input file to a ProjectWise repository
      • I. To share a STAAD.Pro project in ProjectWise
    • I. Importing Models
      • I. To import a DXF file
      • I. To import a CIS/2 file
    • I. Exporting Models
      • I. To export to a DXF file
      • I. To export to a CIS/2 file
      • I. To export structure date to AutoPipe
      • I. To export to a SACS input file
    • I. Command Line Support
      • I. Command Line Syntax
    • I. Copy/Paste from Spreadsheets
  • General Engineering Theory
    • G.1 Input Generation
    • G.2 Types of Structures
    • G.3 Unit Systems
    • G.4 Coordinate Systems and Structure Geometry
      • G.4.1 全体座標系
      • G.4.2 Local Coordinate System
      • G.4.3 Relationship Between Global and Local Coordinates
    • G.5 Finite Element Information
      • G.5.1 Plate and Shell Elements
      • G.5.2 Solid Elements
      • G.5.3 Surface Elements (Deprecated)
    • G.6 Member Properties
      • G.6.1 Prismatic Properties
      • G.6.2 Built-In Steel Section Libraries
      • G.6.3 User-Provided Steel Table
      • G.6.4 Tapered Sections
      • G.6.5 Assign Command
      • G.6.6 Steel Joist and Joist Girders
      • G.6.7 Composite Beams and Composite Decks
      • G.6.8 Curved Members
    • G.7 Member and Element Release
    • G.8 Axial-Only Specifications
      • G.8.1 Truss and Tension- or Compression-Only Members
      • G.8.2 Cable Members
        • G.8.2.1 Linearized Cable Members
        • G.8.2.2 Nonlinear Cable and Truss Members
        • G.8.2.3 Nonlinear Cable Members for Advanced Cable Analysis
    • G.9 Connection Tags
    • G.11 Member and Plate Offsets
    • G.12 Material Properties
    • G.13 Supports
      • G.13.1 Tension- and Compression- Only Springs
    • G.14 Rigid Diaphragms
    • G.15 Loads
      • G.15.1 Joint Loads
      • G.15.2 Member Load
      • G.15.3 Area, One-way, and Floor Loads
      • G.15.4 Fixed End Member Load
      • G.15.5 Prestress and Poststress Member Load
      • G.15.6 Temperature and Strain Load
      • G.15.7 Support Displacement Loads
      • G.15.8 Loading on Elements
    • G.16 Load Generator
      • G.16.1 Moving Load Generator
      • G.16.2 Seismic Load Generator
      • G.16.3 Wind Load Generator
      • G.16.4 Snow Load
    • G.17 Analysis Facilities
      • G.17.1 Stiffness Analysis
      • G.17.2 Second Order Analysis
        • G.17.2.1 P-Delta Analysis
          • G.17.2.1.1 P-Delta Analysis – Large Delta and Small Delta
          • G.17.2.1.2 P-Delta Kg Analysis
          • G.17.2.1.3 P-Delta K+Kg Dynamic Analysis
          • G.17.2.1.4 AISC 360 Direct Analysis
        • G.17.2.2 Buckling Analysis
          • G.17.2.2.1 Buckling Analysis - Iterative Method
          • G.17.2.2.2 Buckling Analysis - Eigen Method
        • G.17.2.3 Static Geometrically Nonlinear Analysis
        • G.17.2.4 Imperfection Analysis
        • G.17.2.5 Multilinear Analysis
        • G.17.2.6 Tension- and Compression-Only Analysis
        • G.17.2.7 Nonlinear Cable or Truss Analysis
        • G.17.2.8 Advanced Nonlinear Cable Analysis
      • G.17.3 Dynamic Analysis
        • G.17.3.1 Solution of the Eigenproblem
        • G.17.3.2 Mass Modeling
        • G.17.3.3 Damping Modeling
          • G.17.3.3.1 Composite Damping
          • G.17.3.3.2 Modal Damping
        • G.17.3.4 Response Spectrum
        • G.17.3.5 Response Time History
        • G.17.3.6 Steady State and Harmonic Response
      • G.17.4 Pushover Analysis
        • G.17.4.1 Overview of Pushover Analysis
          • G.17.4.1.1 What is a Pushover Analysis?
          • G.17.4.1.2 Purpose of a Pushover Analysis
          • G.17.4.1.3 Objective of a Pushover Analysis
            • G.17.4.1.3.1 Capacity Spectrum Method
            • G.17.4.1.3.2 Displacement Coefficient Method
          • G.17.4.1.4 Types of Nonlinearity
          • G.17.4.1.5 Force controlled and deformation controlled actions
          • G.17.4.1.6 Frame element hinge properties
            • G.17.4.1.6.1 Calculation of QCE
          • G.17.4.1.7 Elements
          • G.17.4.1.8 Lateral Load Distribution
        • G.17.4.2 Pushover Analysis Engineering Reference
          • G.17.4.2.1 Performing Pushover Analysis
            • G.17.4.2.1.1 Define Steel Moment and Braced Frames
            • G.17.4.2.1.2 Define Gravity Loading
            • G.17.4.2.1.3 Define Lateral (Push) Loading
            • G.17.4.2.1.4 Define Primary/Secondary Elements and Components
            • G.17.4.2.1.5 Define Pushover Hinges Properties and Acceptance Criteria
            • G.17.4.2.1.6 Define Pushover Analysis Solution Control
            • G.17.4.2.1.7 Define Input for Demand Spectrum
            • G.17.4.2.1.8 Define Any Other Input
            • G.17.4.2.1.9 Hinge Formation and Hinge Unloading
            • G.17.4.2.1.10 Performance
          • G.17.4.2.2 Member Stiffness Matrix with Plastic Hinge
          • G.17.4.2.3 Modeling Rules for Pushover Analysis in STAAD.Pro
          • G.17.4.2.4 Scope of Pushover Analysis in STAAD.Pro
    • G.18 Member End Forces
      • G.18.1 Secondary Analysis
        • G.18.1.1 Member Forces at Intermediate Sections
        • G.18.1.2 Member Displacements at Intermediate Sections
        • G.18.1.3 Member Stresses at Specified Sections
        • G.18.1.4 Force Envelopes
    • G.19 Multiple Analyses
    • G.20 Steel, Concrete, and Timber Design
    • G.21 Printing Facilities
    • G.22 Miscellaneous Facilities
  • STAADコマンドのテクニカルリファレンス
    • TR.0 STAADのコマンドと入力命令
    • TR.1 コマンド言語の規約
      • TR.1.1 STAADコマンドの要素
      • TR.1.2 コマンド書式
      • TR.1.3 全体領域設定によるオブジェクトのリスト
      • TR.1.4 メモリ割り当て
    • TR.2 問題の開始とタイトル
    • TR.3 単位の設定
    • TR.4 入力／出力幅の設定
    • TR.5 SETコマンドの設定
    • TR.6 データのセパレータ
    • TR.7 ページコントロールコマンド
      • TR.7.1 改ページ
      • TR.7.2 ページの長さ
    • TR.8 不参照の設定
    • TR.9 設計不実行の設定
    • TR.10 ジョブ情報データ
    • TR.11 ジョイント座標の設定
    • TR.12 メンバー生成の設定
    • TR.13 プレート要素とソリッド要素
      • TR.13.1 プレートとシェル要素生成の設定
      • TR.13.2 ソリッド要素生成の設定
      • TR.13.3 サーフェスエンティティの設定
    • TR.14 プレート要素メッシュの生成
      • TR.14.1 パラメトリックメッシュモデル
      • TR.14.2 要素メッシュの生成
    • TR.15 ジョイントとメンバー番号の再定義
    • TR.16 単一オブジェクトとしてのエンティティ
      • TR.16.1 グループ設定によるエンティティのリスト
      • TR.16.2 フィジカルメンバー
    • TR.17 構造形状の回転
    • TR.18 無効化／削除の設定
    • TR.19 ユーザー鋼材テーブルの設定
      • TR.19.1 ワイドフランジ
      • TR.19.2 チャンネル
      • TR.19.3 アングル
      • TR.19.4 ダブルアングル
      • TR.19.5 T形
      • TR.19.6 パイプ
      • TR.19.7 チューブ
      • TR.19.8 一般
      • TR.19.9 I形断面
      • TR.19.10 角形
      • TR.19.11 参照テーブルファイルの使用
    • TR.20 メンバー特性の設定
      • TR.20.1 鋼材テーブルからの特性の割り当て
      • TR.20.2 角形特性の設定
        • TR.20.2.1 角形テーパーチューブの特性の設定
      • TR.20.3 テーパー付きメンバーの設定
      • TR.20.4 ユーザー提供テーブルによる特性の設定
      • TR.20.5 プロフィール割り当ての設定
      • TR.20.6 メンバー特性の設定例
      • TR.20.7 合成デッキ
      • TR.20.8 曲線メンバーの設定
      • TR.20.9 耐火加工のメンバーへの適用
      • TR.20.10 メンバー特性低減係数
    • TR.21 要素／サーフェスの特性の設定
      • TR.21.1 要素特性の設定
      • TR.21.2 サーフェス特性の設定
    • TR.22 メンバーと要素のリリース
      • TR.22.1 メンバーリリースの設定
      • TR.22.2 要素リリースの設定
      • TR.22.3 エレメントの剛性無効化
    • TR.23 軸メンバー仕様
      • TR.23.1 トラスメンバーの設定
      • TR.23.2 ケーブルメンバーの設定
      • TR.23.3 引張／圧縮メンバーの設定
    • TR.24 要素平面応力と面内回転無視の設定
    • TR.25 オフセットの設定
      • TR.25.1 メンバーオフセットの設定
      • TR.25.2 要素オフセットの設定
    • TR.26 材料定数の設定と割り当て
      • TR.26.1 材料の定義
      • TR.26.2 メンバーとエレメントに対する定数の設定
      • TR.26.3 サーフェス定数の設定
      • TR.26.4 モーダル減衰の情報
      • TR.26.5 ばねに対する合成減衰
      • TR.26.6 メンバー不整の設定
    • TR.27 サポートの設定
      • TR.27.1 グローバルサポートの設定
      • TR.27.2 傾斜サポートの設定
      • TR.27.3 基礎用自動ばねサポートジェネレータ
      • TR.27.4 マルチリニアスプリングサポートの設定
      • TR.27.5 ばね引張／圧縮の設定
    • TR.28 固定ダイアフラムモデリング
      • TR.28.1 コントロール／依存の設定
      • TR.28.2 床ダイアフラム
        • TR.28.2.1 柔層のチェック
        • TR.28.2.2 不規則性のチェック
    • TR.29 メンバー属性の定義
      • TR.29.1 Struclinkメンバー属性
      • TR.29.2 コネクションタグのメンバー属性
      • TR.29.3 メンバータイプ属性
    • TR.30 動的解析用種々の設定
      • TR.30.1 打ち切り振動数、モード形状、または時間
      • TR.30.2 モードの選択
    • TR.31 荷重系の定義
      • TR.31.1 移動荷重系の定義
      • TR.31.2 地震解析用静的力手順の定義
        • TR.31.2.1 RPA（アルジェリア）地震荷重
        • TR.31.2.2 カナダの地震コード（NRC）- 1995
        • TR.31.2.3カナダの地震コード（NRC） – 2005年版1巻
        • TR.31.2.4カナダの地震コード（NRC） - 2010年版
        • TR.31.2.5中国のGB50011-2001による静的地震荷重
        • TR.31.2.6 中国のGB50011-2010による静的地震荷重
        • TR.31.2.7 コロンビアのNSR-98地震荷重
        • TR.31.2.8 コロンビアのNSR-10地震荷重
        • TR.31.2.9 IS:1893 1984年版コード - 横方向地震荷重
        • TR.31.2.10 IS:1893（パート1）2002年版およびパート4（2005年版）コード - 横方向地震荷重
          • TR.31.2.9.1 床レベルの同定
        • TR.31.2.11 IS:1893（パート1）2016年版コード - 横方向地震荷重
        • TR.31.2.12 IS:1893（パート4）2015年版コード - 横方向地震荷重
        • TR.31.2.13 2000年版／2003年版IBC荷重定義
        • TR.31.2.14 2006年版／2009年版IBC地震荷重の定義
        • TR.31.2.15 2012年版IBC地震荷重の定義
        • TR.31.2.16 2015年版IBC地震荷重の定義
        • TR.31.2.17 2018年版IBC地震荷重の定義
        • TR.31.2.18日本の地震荷重
        • TR.31.2.19 CFE（Comisión Federal De Electricidad）地震荷重
        • TR.31.2.20 NTC（Normas Técnicas Complementarias）地震荷重
        • TR.31.2.21 トルコの地震コード
        • TR.31.2.22 1994年版または1985年版UBCの荷重定義
        • TR.31.2.23 1997年版UBC荷重定義
      • TR.31.3風荷重の定義
      • TR.31.4 時刻歴荷重の定義
      • TR.31.5 雪荷重の定義
      • TR.31.6 参照荷重タイプの定義
      • TR.31.7 Direct解析メンバーの定義
      • TR.31.8 質量のモデリング
        • TR.31.8.1 重量の明示的な定義
        • TR.31.8.2 参照荷重質量テーブル
        • TR.31.8.3 参照荷重を使用した質量モデル
      • TR.31.9 初期荷重の定義
    • TR.32 荷重の設定
      • TR.32.1 ジョイント荷重の設定
      • TR.32.2 メンバー荷重の設定
        • TR.32.2.1 PMember荷重の設定
      • TR.32.3 要素荷重の設定
        • TR.32.3.1 要素荷重の設定 - プレート
        • TR.32.3.2 要素荷重の設定 - ソリッド
        • TR.32.3.3 要素荷重の設定 - ジョイント
      • TR.32.4 面荷重、1方向荷重、および床荷重の設定
        • TR.32.4.1 面荷重の設定
        • TR.32.4.2 1方向荷重の設定
        • TR.32.4.3 床荷重の設定
      • TR.32.5 プレストレス荷重の設定
      • TR.32.6 メンバー、プレート、およびソリッドに対する温度荷重の設定
      • TR.32.7 固定端荷重の設定
      • TR.32.8 サポートジョイント変位の設定
      • TR.32.9 自重
        • TR.32.9.1 自重荷重
        • TR.32.9.2 サーフェス自重荷重
      • TR.32.10 動的荷重の設定
        • TR.32.10.1 応答スペクトル解析
          • TR.32.10.1.1応答スペクトル仕様 - カスタム
          • TR.32.10.1.2 2005年版NRCに従った応答スペクトル仕様
          • TR.32.10.1.3 2010年版NRCに従った応答スペクトル仕様
          • TR.32.10.1.4 1994年版Eurocode 8に従った応答スペクトル仕様
          • TR.32.10.1.5 2004年版Eurocode 8に従った応答スペクトル仕様
          • TR.32.10.1.6 2010年版GB 50011に従った応答スペクトルの設定
          • TR.32.10.1.7 2002年版IS:1893（パート1）に従った応答スペクトル仕様
          • TR.32.10.1.8 2016年版IS:1893（パート1）に従った応答スペクトル仕様
          • TR.32.10.1.9 2015年版IS:1893（パート4）に従った応答スペクトル仕様
          • TR.32.10.1.10 2006年版IBCに従った応答スペクトル仕様
          • TR.32.10.1.11 2012年版IBCに従った応答スペクトル仕様
          • TR.32.10.1.12 2015年版IBCに従った応答スペクトル仕様
          • TR.32.10.1.13 2018年版IBCに従った応答スペクトル仕様
          • TR.32.10.1.14 SNiP II-7-81に従った応答スペクトル仕様
          • TR.32.10.1.15 SP 14.13330.2011に従った応答スペクトル仕様
        • TR.32.10.2 時刻歴応答解析用の時間変動荷重
      • TR.32.11 繰り返し荷重の設定
      • TR.32.12 荷重の生成
        • TR.32.12.1 移動荷重の生成
        • TR.32.12.2 地震荷重の生成
        • TR.32.12.3 風荷重の生成
        • TR.32.12.4 雪荷重の生成
      • TR.32.13 Notional荷重
    • TR.33 参照荷重ケース - 応用
    • TR.34 振動数の計算
      • TR.34.1 レイリー振動数の計算
      • TR.34.2 モード解析コマンド
    • TR.35 荷重組み合わせの設定
    • TR.36 問題統計の計算
    • TR.37 解析の設定
      • TR.37.1 線形弾性解析
      • TR.37.2 P-デルタ解析オプション
      • TR.37.3 非線形ケーブル解析
      • TR.37.4 座屈解析
      • TR.37.5 Direct解析
      • TR.37.6 定常状態と調和解析
        • TR.37.6.1 目的
        • TR.37.6.2 調和出力振動数の定義
        • TR.37.6.3 荷重ケース番号の定義
        • TR.37.6.4 定常地動荷重
        • TR.37.6.5 定常強制荷重
        • TR.37.6.6 調和地動荷重
        • TR.37.6.7 調和力荷重
        • TR.37.6.8 定常状態／調和の結果の出力
        • TR.37.6.9 定常状態／調和解析の最終行
        • TR.37.6.10 定常状態の例
      • TR.37.7 プッシュオーバー解析
        • TR.37.7.1 プッシュオーバーデータの先頭
        • TR.37.7.2 入力定義
          • TR.37.7.2.1 フレームタイプ
          • TR.37.7.2.2 期待降伏応力
          • TR.37.7.2.3 メンバー有効長係数
          • TR.37.7.2.4 幾何学的非線形性の効果の考慮
          • TR.37.7.2.5 KGマトリックスの反復
          • TR.37.7.2.6 解析サイクルの最大回数
          • TR.37.7.2.7 結果出力を印刷
          • TR.37.7.2.8 マルチステップの出力結果の保存
        • TR.37.7.3 載荷パターンの定義
          • TR.37.7.3.1 プログラム定義のプッシュ荷重配分パターン
          • TR.37.7.3.2 トータルベースせん断の分配
          • TR.37.7.3.3 プッシュ荷重ステップの数
        • TR.37.7.4 解析制御を定義
          • TR.37.7.4.1 定義したベースせん断を使用
          • TR.37.7.4.2 コントロールジョイントに定義した変位を使用
        • TR.37.7.5 ヒンジ特性を定義
          • TR.37.7.5.1 ユーザー定義のヒンジ特性
          • TR.37.7.5.2 メンバーへのヒンジ特性の割り当て
        • TR.37.7.6 スペクトルのパラメータの定義
        • TR.37.7.7 プッシュオーバーデータの末尾
        • TR.37.7.8 プッシュオーバー荷重の入力
        • TR.37.7.9 入力パラメータ以外のコマンドの検証
      • TR.37.8 幾何学的非線形解析
      • TR.37.9 不整解析
      • TR.37.10 床スペクトルコマンド
    • TR.38 変更の設定
    • TR.39 荷重リストの設定
    • TR.40 荷重エンベロープ
    • TR.41 断面の設定
    • TR.42 出力の設定
    • TR.43 サーフェスエンティティに関する応力／力の出力表示
    • TR.44 メンバーに関する断面変位の出力
    • TR.45 力エンベロープの出力
    • TR.46 解析後のプリンタ印字設定
    • TR.47 サイズの設定
    • TR.48 鋼構造設計とアルミニウム構造設計の設定
      • TR.48.1 パラメータの設定
    • TR.49 コードチェックの設定
      • TR.49.1 メンバー選定の設定
      • TR.49.2 最適化によるメンバーの選定
    • TR.50 グループの設定
    • TR.51 鋼とアルミニウムの集計の設定
    • TR.52 木構造設計の設定
      • TR.52.1 木構造設計パラメータの設定
      • TR.52.2 コードチェックの設定
      • TR.52.3 メンバー選定の設定
    • TR.53 コンクリート設計の設定
      • TR.53.1 設計の開始
      • TR.53.2 コンクリート設計パラメータの設定
      • TR.53.3 コンクリート設計コマンド
      • TR.53.4 Concrete Take Offコマンド
      • TR.53.5 コンクリート設計終了機能
    • TR.54 フーチング設計の設定
    • TR.55 耐震壁の設計
    • TR.56 実行終了の設定
    • コマンドの索引
  • Ribbon Control Reference
    • File tab
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      • Paste with Move dialog
      • 「並進方向への繰返し」ダイアログ
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      • Specifications - Whole Structure dialog
        • Node Specification dialog
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      • Section Database Manager window
    • Loading tab
      • Load & Definition dialog
        • Create New Definitions / Load Cases / Load Items dialog box
        • (Moving) Load Generation Type dialog
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      • Create Primary Load Case dialog
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        • Selfweight tab
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          • Generated Spectrum dialog
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      • Load Generation dialog
      • Wind Load Generation - IS 875 (Part 3): 2015 dialog
      • Define Load Type dialog
      • Auto Load Combination dialog
      • Edit Load Rules for Auto Load Combination Generator dialog
      • Create Wind Type Definition dialog
        • Add New Wind Definitions (data) dialog
          • ASCE 7 Wind Load dialog box
          • Generate Wind Definition and Wind Load Case for Chinese GB 50009 dialog
          • IS-875 (Part 3): Wind Load dialog
      • Add New Snow Definition dialog
      • Add New Seismic Definitions dialog
        • IS:1893 Seismic Parameters dialog box
      • Add New Direct Analysis Definition dialog
      • Add New Vehicle Definitions dialog
      • Add New : Pushover dialog
        • Define Input tab
        • Define Loading Pattern tab
        • Define Spectrum Details tab
        • Define Hinge Property tab
        • Define Solution Control tab
      • Add New Time History Definitions dialog
      • Define (Time History) Parameters dialog
      • Modal Damping dialog
    • Analysis and Design tab
      • Analysis - Whole Structure dialog
      • Analysis/Print Commands
        • Perform Analysis tab
        • P Delta Analysis tab
        • Perform Cable Analysis tab
        • Change tab
        • Perform Direct Analysis tab
        • Generate Floor Spectrum tab
        • Nonlinear Analysis tab
        • Perform Imperfection Analysis tab
        • Perform Buckling Analysis tab
        • Perform Pushover Analysis tab
      • Analysis/Print Commands dialog (Pre Print)
      • Analysis/Print Commands dialog (Post Print)
      • Floor Diaphragm Options dialog
      • Load List dialog
      • STAAD Analysis and Design dialog
      • Steel Design - Whole Structure dialog
        • Parameters Selection dialog
        • Design Parameters dialog
        • Design Commands dialog
        • Select Group / Deck
      • Concrete Design - Whole Structure dialog
      • Aluminum Design - Whole Structure dialog
      • Timber Design - Whole Structure dialog
    • Utilities tab
      • Improper Connectivity dialog
      • List of Duplicate Nodes / Beams / Plates dialog
      • Overlapping Plates dialog
      • Display/Remove Dimensions dialog
      • Section dialog
      • Create Group dialog
      • Check Connection Tags dialog
      • STAAD.Pro Calculator utility
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        • Video Compression dialog
      • Macro dialog
        • Select New Macro File Name dialog
      • Customize User Defined Tools dialog
      • Export STAAD Model to SACS
      • Export STAAD Model to AutoPIPE
    • Piping tab
      • Export Revised Model dialog
      • Pipe Model dialog
      • Support Connection Wizard
      • Pipe Supports table
      • Transfer Pipe Reactions to Structure Model dialog
    • Bridge Deck tab
      • Roadways dialog
      • Select Plates in Deck dialog
      • Define Roadway dialog
      • Load Generator Parameters dialog
        • BS 5400 Specific Parameters
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        • BD21/01 Annex D Specific Parameters
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      • Diagrams dialog
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      • Annotation dialog
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        • Member Labels
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      • Assign Secondary Member dialog
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      • Chinese Steel Design Parameters dialog
    • Connection Design tab
      • Special Selection of Joints dialog
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      • RAM Report Export dialog
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    • Advanced Slab Design tab
    • Node Tools tab
      • Node dialog
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      • Define Section Profile dialog
      • Beam dialog
      • Physical Member dialog
      • Assign Connection Tags dialog
      • 「新規コネクションタグ」ダイアログ
      • Remove Connection Tags dialog
      • Member Attribute dialog
    • Plate Tools tab
      • Plate dialog
      • Surface Query dialog
    • Solid Tools tab
      • Solid dialog
  • Verification Examples
    • V. Notes on Comparisons
    • V.01 Beams
      • V. Axially Loaded Column
      • V. Beam on Elastic Foundation
      • V. Bent Beam Thermal Loading
      • V. Bent Cantilever Deflection
      • V. Curved Beam
      • V. Deflection and Reactions in a Beam
      • V. End Moments in a Non Uniform Beam
      • V. Forces on a Propped Cantilever 1
      • V. Forces on a Propped Cantilever 2
      • V. Hanging Bar Axial Stress
      • V. Stresses in a Cable due to Thermal Loading
      • V. Stresses in a Circular Beam
      • V. Stresses in a Tapered Cantilever
      • V. Tee Shaped Cantilever
      • V. Thermal Loading on a Beam
      • V. Torsion on a Stepped Cantilever
      • V. Twist in a Tapered Tube
    • V.02 Trusses
      • V. Axial Force in a 2D Plane Frame 1
      • V. Axial Force on a Cable
      • V. Axial Forces in a Plane Frame 2
      • V. Axial Forces on a 3D Space Model
      • V. Axial Stress on a Truss Model
      • V. Deflections in a 2D Truss Model
      • V. Reactions in a 2D Truss Model 1
      • V. Reactions in a 2D Truss Model 2
      • V. Reactions in a 2D Truss Model 3
      • V. Roof Truss Axial Forces
      • V. Stress in a 2D Truss Model
    • V.03 Frames
      • V. 1x2 Plane Frame Lateral Load
      • V. 2 Bay Frame Moments and Shear
      • V. 2D Portal Reactions 1
      • V. 2D Portal Reactions 2
      • V. 2D Portal Reactions Sidesway 1
      • V. 2D Portal Reactions Sidesway 2
      • V. 3D Frame Max Forces
      • V. 3x2 Plane Frame Moments
      • V. Support Reactions for a Simple Frame
    • V.04 Plate and Shell Elements
      • V. 2D Cantilever Beam End Deflection 1
      • V. 2D Cantilever Beam End Deflection 2
      • V. 2D Circular Plate In-Plane Stresses
      • V. 2D Circular Surface Displacements and Stresses
      • V. 2D Circular Surface Edge Stress
      • V. 2D Curved Beam Maximum Stress
      • V. 2D Plate Thermal Moment and Stress
      • V. 2D Rectangular Plate with fixed edges
      • V. 2D Retaining Wall
      • V. 2D Surface Displacements
      • V. 2D Surface with Hole Edge Stress
      • V. 2D Tapered Beam In-Plane Stress
      • V. 2D Triangular Surface with Thermal Load
      • V. Cantilever Tube Stresses and Deflection
      • V. Curved Roof Displacements and Stresses
      • V. Element Offset Table Top Comparison
      • V. Element Offset Water Tank Comparison
      • V. Response Spectrum Using Element Offset
      • V. Spherical Shell Displacements
      • V. Thermal Load on a Plate
      • V. Warped Surface Displacements
    • V.05 Solids
      • V. Cantilever Beam End Displacement 1
      • V. Cantilever Beam End Displacement 2
    • V.06 Loading
      • V. EN 1998-1-2004
        • V. EN 1998-1-2004 Response Spectrum
      • V. GB 50011
        • V. GB 50011 2010 Response Spectrum
        • V. GB 50011-2001 Static Seismic - Case1
        • V. GB 50011-2001 Static Seismic - Case2
        • V. GB 50011-2010 Static Seismic - Case1
        • V. GB 50011-2010 Static Seismic - Case2
      • V. IBC / ASCE 7
        • V. ASCE 7 Geometric Irregularity
        • V. ASCE 7 Mass Irregularity
        • V.ASCE 7 Torsion Irregularity
        • V.IBC 2018 Static Seismic T 1.2
        • V.IBC 2018 Static Seismic T Greater Than 2.5
        • V.IBC 2018 Static Seismic T Less Than 0.5
        • V. IBC 2018 Response Spectrum
        • V. IBC 2015 Response Spectrum
        • V. IBC 2015 Static Seismic
        • V. IBC 2012 Response Spectrum
        • V. IBC 2012 Static Seismic
        • V. IBC 2006 Response Spectrum
        • V. IBC 2006 Static Seismic
        • V. IBC 2003 Static Seismic
        • V. IBC 2000 Static Seismic
      • V. IS 1893
        • V. IS 1893 2016 Response Spectrum
        • V. IS 1893 2016 Static Seismic
        • V. IS 1893 2016 GL Calculation
        • V. IS 1893 2016 Irregular Modes of Oscillation
        • V. IS 1893 2016 Mass Irregularity
        • V. IS 1893 2016 Re entrant Corners
        • V. IS 1893 2016 Response Spectrum Vertical
        • V. IS 1893 2016 Torsion Irregularity
        • V. IS 1893 2015 Response Spectrum
        • V. IS 1893 2015 Static Seismic
        • V. IS 1893 2002 Response Spectrum
        • V. IS 1893 2002 Static Seismic
      • V. Moving Load
        • V. Moving Load Generator
      • V. NRC
        • V. NRC 2010 Response Spectrum
        • V. NRC 2010 Static Seismic
        • V. NRC 2005 Response Spectrum
        • V. NRC 2005 Static Seismic
      • V. UBC
        • V. UBC 1997 Static Seismic
        • V. UBC 1994 Static Seismic
      • V. Wind Load
        • V. ASCE 7-16 Wind Load Generation on Building
        • V. ASCE 7-16 Wind Load Generation on Tank
        • V. ASCE 7-10 Wind Load Generation
        • V. ASCE 7-02 Wind Load Generation on Building
        • V. GB 50009-2012 Wind Load generation on Rectangular Building
        • V. IS 875 (Pt 3) 2015 WL Generation on Rectangular Clad Bldg
        • V.Wind On Closed Structure 1
        • V.Wind On Closed Structure 2
        • V. Wind On Open Structure
    • V.07 Nonlinear Analysis
      • V. 2D Frame 2 Step P-Delta Displacement
      • V. Column Buckling Factor
      • V. Column Pushover Displacement
      • V. Direct Analysis of a Beam
      • V. Direct Analysis of a Column
      • V. Single Column P-Delta Analysis
    • V.08 Dynamic Analysis
      • V. Beam Subject to response spectrum
      • V. First Modal Frequency of a Cantilever Beam
      • V. Modal Frequencies of a Cantilever Beam
      • V. Modal Frequencies of a Simply Supported Beam
      • V. Modal Response of a 3D Frame
      • V. Modal Response of a Beam
      • V. Modal Response of a Circular Plate
      • V. Modal Response of a Rectangular Plate
      • V. Natural Frequency of a 2D Truss
      • V. Natural Frequency of a Simply Supported Beam
      • V. Natural Frequency of Beam on Springs
      • V. Rayleigh Natural Frequency of a Cantilever Beam
      • V. Steady State Loading on a Beam
      • V. Steady State - With Damping
      • V. Time History - Blast Loading
      • V. Time History - Ground Acceleration
      • V. Time History - Rectangular Pulse Force
    • V.09 Steel Design
      • V. Australia
        • V. AS4100 1998 - Bending Capacity
        • V. AS4100 1998 - Bending Capacity for Non-compact Section
        • V. AS4100 1998 - Cantilever subject to tension and bending
        • V. AS4100 1998 - Combined Section and Member In-Plane Capacity
        • V. AS4100 1998 - Compression Capacity
        • V. AS4100 1998 - SHS section subject to compression
        • V. AS4100 1998 - Single Angle Section in Tension
        • V. AS4100 1998 - Welded section subject to bending
      • V. Canadian
        • V. CSA S16-01 - Axial Tension
        • V. CSA S16-01 - Beam Shear Capacity
        • V. CSA S16-01 - Cantilever with Biaxial Loading
        • V. CSA S16-01 - Shear Capacity Combined Stresses
        • V. CSA S16-01 - Short Column Compression
        • V. CSA S16-01 - Slender Column Compression
        • V. CSA S16-01 - Wide Flange Beam Interaction Ratio 1
        • V. CSA S16-01 - Wide Flange Beam Interaction Ratio 2
        • V. CSA S16-01 - Wide Flange Beam Interaction Ratio 3
        • V.CSA S16-09 - Axial Tension
        • V.CSA S16-09 - Beam Bending
        • V.CSA S16-09 - Beam Shear Capacity
        • V.CSA S16-09 - Select a Beam
        • V.CSA S16-09 - Shear Capacity Combined Stresses
        • V.CSA S16-09 - Short Column Compression
        • V.CSA S16-09 - Slender Column Compression
        • V.CSA S16-09 - Wide Flange Capacity Combined Stresses
        • V. CSA S16-14 - Axial Tension
        • V. CSA S16-14 - Beam Bending
        • V. CSA S16-14 - Beam Shear Capacity
        • V. CSA S16-14 - Select a Beam
        • V. CSA S16-14 - Shear Capacity Combined Stresses
        • V. CSA S16-14 - Short Column Compression
        • V. CSA S16-14 - Slender Column Compression
        • V. CSA S16-14 - Wide Flange Capacity Combined Stresses
        • V. CSA S16-19 - Axial Tension
        • V. CSA S16-19 - Axial Tension and Bending Interaction
        • V. CSA S16-19 - Check for Bending and LTB
        • V. CSA S16-19 - Short Column Compression
      • V. China
        • V. GB500017-2017 Double Angle section with Axial Force
        • V. GB500017-2017 H Section Subject to Bending
        • V. GB500017-2017 H-section with Combined Axial and Bending
        • V. GB500017-2017 Pipe section with Combined Axial and Bending
        • V. GB500017-2017 Single Angle section with Axial Force
        • V. GB500017-2017 Tube section with Combined Axial and Bending
      • V. Europe
        • V. EC3 - Pinned column using non-slender UKC section
        • V. EC3 - Pipe Section with Conc Load
        • V. EC3 - Simply supported laterally unrestrained beam
        • V. EC3 - Tube Section with Axial Load
        • V. EC3 - Tube Section with UDL
        • V. EC3 Belgian NA - Channel Section with Conc Load
        • V. EC3 Belgian NA - Column with Axial Load
        • V. EC3 Belgian NA - I Section with Conc Load
        • V. EC3 Belgian NA - I Section with UDL
        • V. EC3 Belgian NA - Tee Section
        • V. EC3 Belgian NA - Varying End Moments
        • V. EC3 French NA - Channel Section with Conc Load
        • V. EC3 French NA - Column with Axial Load
        • V. EC3 French NA - I Section with Conc Load
        • V. EC3 French NA - I Section with UDL
        • V. EC3 French NA - Tee Section
        • V. EC3 French NA - Varying End Mom CMM8
        • V. EC3 German NA - Built up Section with UDL
        • V. EC3 German NA - I Section with Conc Load
        • V. EC3 German NA - Column with Axial Load
        • V. EC3 German NA - I Section with UDL
        • V. EC3 Malaysian NA - Channel Section with Conc Load
        • V. EC3 Malaysian NA - I Section with Conc Load
        • V. EC3 Malaysian NA - I Section with UDL
        • V. EC3 Malaysian NA - Tee Section
        • V. EC3 Polish NA - Column with Axial Load
        • V. EC3 Polish NA - I Section with Conc Load
        • V. EC3 Polish NA - I Section with UDL
        • V. EC3 Singapore NA - Channel Section with Conc Load
        • V. EC3 Singapore NA - Column with Axial Load
        • V. EC3 Singapore NA - I Section with Conc Load
        • V. EC3 Singapore NA - I Section with UDL
        • V. EC3 Singapore NA - Tee Section
        • V. EC3 Singapore NA - Varying End Mom CMM8
      • V. India
        • V. IS 800 2007 LSD - Angle - Flexural Torsional Buckling
        • V. IS 800 2007 LSD - Angle - Tension with Block Shear
        • V. IS 800 2007 LSD - Channel - with LTB
        • V. IS 800 2007 LSD - I Section - High Shear
        • V. IS 800 2007 LSD - I Section - with LTB
        • V. IS 800 2007 LSD - I Section - without LTB
        • V. IS 800 2007 LSD - I Section with Cover Plate
        • V. IS 800 2007 LSD - Pipe - Tension and Bending
        • V. IS 800 2007 - LSD Rod Compression and Bending
        • V. IS 800 2007 - WSD Rod Compression and Bending
        • V. IS 801-Beam with axial and major axis bending
        • V. IS 801-Column with axial and major axis bending
        • V. IS 801-Pipe subject to axial compression and bending
        • V. IS 801-Zee with lips having axial compression and bending
      • V. Japan
        • V.AIJ 2002 Check for MBG parameter
        • V.AIJ 2002 Check for MISES parameter
        • V.AIJ 2005 Check for MBG parameter
        • V.AIJ 2005 Check for MISES parameter
        • V.AIJ 2005 Check for MISES parameter 2
        • V.AIJ 2005 UPT Channel
        • V.AIJ 2005 UPT Double Angle
        • V.AIJ 2005 UPT General
        • V.AIJ 2005 UPT I
        • V.AIJ 2005 UPT Tee
      • V. New Zealand
        • V.NZS3404 1997-Angle section compact
        • V.NZS3404 1997-Angle section Non compact
        • V.NZS3404 1997-Channel Section
        • V.NZS3404 1997-I section
        • V.NZS3404 1997-RHS Section
        • V.NZS3404 1997-Simply Supported Beam With Overhang
        • V.NZS3404 1997-Tube Section Compact
        • V.NZS3404 1997-Tube Section Non Compact
        • V. NZS3404 1997-UB Section
        • V.NZS3404 1997-Unequal Angle Section
      • V. Russia
        • V.SNiP SP16 2011 - I Section with Axial Load
        • V.SNiP SP16 2011 - I Section with UDL
        • V. SNiP SP16 2017 - Channel section with UDL
        • V. SNiP SP16 2017 - CLASS 2 Rolled I Section with Bi-Moment
        • V. SNiP SP16 2017 - CLASS 2 UPT I section
        • V. SNiP SP16 2017 - Column in compression
        • V. SNiP SP16 2017 - Eccentrically Compressed Tube Section
        • V. SNiP SP16 2017 - Interaction check of a column
        • V. SNiP SP16 2017 - I section with biaxial moment
        • V. SNiP SP16 2017 - I section with UDL
        • V. SNiP SP16 2017 - I section with axial force and Bi-moment
      • V. South Africa
        • V.I Section in Bending
        • V. I Section in Compression
        • V. I Section in Shear
      • V. United Kingdom
        • V. BS5950 2000 - Fully Restrained Simply Supported Beam
        • V. BS5950 2000 - Unrestrained Simply Supported Beam
        • V. BS5950 2000 - Beam from UB Restrained at Loading
        • V. BS5950 2000 - Beam from UC Restrained at Loading
        • V. BS5950 2000 - Pinned Column Using Non-Slender UC
        • V. BS5950 2000 - Pinned Column Using Non-Slender RHS
        • V. BS5950 2000 - Pinned Column Using Slender CHS
      • V. United States
        • V. AASHTO
          • V. AASHTO 17th Ed ASD - Design Frame
          • V. AASHTO 2nd Ed LRFD - Design Beam
        • V. AISC
          • V.AISC 360-16 Angle F.11A
          • V.AISC 360-16 C Flex Mem F.2-1A
          • V.AISC 360-16 C LTB Test F.2B
          • V.AISC 360-16 HSST Compact Flange F.6
          • V.AISC 360-16 HSST NonCompact Flange F.7
          • V.AISC 360-16 HSST Slender Flange F.8
          • V.AISC 360-16 I Minor Axis Bending F.5
          • V.AISC 360-16 Pipe F.9
          • V.AISC 360-16 W Flex Memb F.1-1A
          • V. AISC 360-16 W Flexural Check LRFD
          • V.AISC 360-16 W Local Buckling F.3A
          • V.AISC 360-16 W LTB Test F.1-2B
          • V.AISC 360-16 W Member Selection F.4
          • V.AISC 360-16 WT Shape F.10
          • V.AISC 360-16 Built Up Column E.2
          • V.AISC 360-16 Double L E.5
          • V. AISC 360-16 I Compression LRFD
          • V.AISC 360-16 Pipe E.11
          • V.AISC 360-16 Rect HSS E.9
          • V.AISC 360-16 W E.1A
          • V.AISC 360-16 W E.1B
          • V. AISC 360-16 Shear Strong Axis
          • V. AISC 360-16 Shear Weak Axis
          • V. AISC 360-16 Tapered I Section
          • V. AISC 360-16 Tapered Tube Section
          • V. AISC 360-16 UPT Pipe Section
          • V. AISC 360-16 UPT Square Hollow Section
          • V.AISC 360-16 C Tension ASD
          • V.AISC 360-16 C Tension LRFD
          • V. AISC 360-16 I Tension LRFD
          • V.AISC 360-16 L Tension ASD
          • V.AISC 360-16 L Tension LRFD
          • V. AISC 360-16 - Torsion
          • V. AISC 360-10 W Flex Memb F.1-1
          • V. AISC 360-10 W LTB Test F.1-2
          • V. AISC 360-10 W LTB Test F.1-3B
          • V. AISC 360-10 C Flex Mem F.2-1
          • V. AISC 360-10 C LTB Test F.2-2
          • V. AISC 360-10 W Local Buckling F.3
          • V. AISC 360-10 W Memb Selection F.4
          • V. AISC 360-10 I Minor Axis Bending F.5
          • V. AISC 360-10 HSST Compact Flange F.6
          • V. AISC 360-10 HSST NonCompact Flange F.7
          • V. AISC 360-10 HSST Slender Flange F.8
          • V. AISC 360-10 Pipe F.9
          • V. AISC 360-10 WT Shape F.10
          • V. AISC 360-10 Angle F.11A
          • V. AISC 360-10 W E.1C
          • V. AISC 360-10 W E.1D
          • V. AISC 360-10 - E-2
          • V. AISC 360-10 Built up I E.3
          • V. AISC 360-10 Double L E.5
          • V. AISC 360-10 Double L E.6
          • V. AISC 360-10 WT E.7
          • V. AISC 360-10 Rect HSS E.9
          • V. AISC 360-10 Pipe E.11
          • V. AISC 360-10 Built Up I E 12
          • V. AISC 360-10 - H.1B
          • V. AISC 360-10 W Tens BM H3
          • V. AISC 360-10 HSST Torsional Strength H.5A
          • V. AISC 360-10 HSSP Torsional Strength H.5B
          • V. AISC 360-10 W Shape Strong Axis Shear G.1
          • V. AISC 360-10 C Strong Axis Shear G.2
          • V. AISC 360-10 L Shear Capacity G.3
          • V. AISC 360-10 HSST Shear Capacity G.4
          • V. AISC 360-10 HSSP Shear Capacity G.5
          • V. AISC 360-10 - G-6
          • V. AISC 360-10 Tapered I Section
          • V. AISC 360-10 Tapered Tube Section
          • V. AISC 360-10 UPT Square Hollow Section
          • V. AISC 360-10 UPT Pipe Section
          • V. AISC 360-10 C Weak Axis Shear G.7
          • V. AISC 360-10 W D.1
          • V. AISC 360-10 - D-2
          • V. AISC 360-10 WT D.3
          • V. AISC 360-10 HSST D.4
          • V. AISC 360-10 HSSP D.5
          • V. AISC 360-10 2L D.6
          • V. AISC 360-05 Bending
          • V. AISC 360-05 Compression
          • V. AISC 360-05 Tension
          • V. AISC 360-05 2L D.6
          • V. AISC 360-05 Angle Section D-2
          • V. AISC 360-05 Built Up I E 12
          • V. AISC 360-05 Built up I E.2
          • V. AISC 360-05 Built up I E.3
          • V. AISC 360-05 C Flex Mem F.2-1
          • V. AISC 360-05 C LTB Test F.2-2
          • V. AISC 360-05 C Strong Axis Shear G.2
          • V. AISC 360-05 C Weak Axis Shear G.7
          • V. AISC 360-05 Double L E.5
          • V. AISC 360-05 Double L E.6
          • V. AISC 360-05 F.1-3 LTB I Section
          • V. AISC 360-05 HSSP D.5
          • V. AISC 360-05 HSSP Shear Capacity G.5
          • V. AISC 360-05 HSSP Torsional Strength H.5B
          • V. AISC 360-05 HSST Compact Flange F.6
          • V. AISC 360-05 HSST D.4
          • V. AISC 360-05 HSST NonCompact Flange F.7
          • V. AISC 360-05 HSST Shear Capacity G.4
          • V. AISC 360-05 HSST Slender Flange F.8
          • V. AISC 360-05 HSST Torsional Strength H.5A
          • V. AISC 360-05 I Minor Axis Bending F.5
          • V. AISC 360-05 L Shear Capacity G.3
          • V. AISC 360-05 Pipe F.9
          • V. AISC 360-05 Rect HSS E.9
          • V. AISC 360-05 Tapered Tube Section
          • V. AISC 360-05 Tapered I Section
          • V. AISC 360-05 UPT Square Hollow Section
          • V. AISC 360-05 UPT Pipe Section
          • V. AISC 360-05 W Comp and Bending H.1B
          • V. AISC 360-05 W D.1
          • V. AISC 360-05 W E.1C
          • V. AISC 360-05 W E.1D
          • V. AISC 360-05 W Flex Memb F.1-1
          • V. AISC 360-05 W Local Buckling F.3
          • V. AISC 360-05 W LTB Test F.1-2
          • V. AISC 360-05 W Memb Selection F.4
          • V. AISC 360-05 W Section Weak Axis Shear G-6
          • V. AISC 360-05 W Shape Strong Axis Shear G-1
          • V. AISC 360-05 W Tens and Bending H3
          • V. AISC 360-05 WT D.3
          • V. AISC 360-05 WT E.7
          • V. AISC 360-05 WT Shape F.10
          • V. AISC ASD - Column Compression Capacity 1
          • V. AISC ASD - Column Compression Capacity 2
          • V. AISC ASD - Column Compression Capacity 3
          • V. AISC ASD - Square Tube Compression Capacity
          • V. AISC ASD - Rectangular Tube Compression Capacity
          • V. AISC ASD - Tee Compression Capacity
          • V. AISC ASD - Beam Load Capacity 3
          • V. AISC ASD - Wide Flange Beam Load Capacity 1
          • V. AISC ASD - Wide Flange Beam Load Capacity 2
          • V. AISC ASD - MC Beam Load Capacity
          • V. AISC ASD - Wide Flange Beam Load Capacity 3
          • V. AISC ASD - Select Wide Flange Beam 1
          • V. AISC ASD - Select Wide Flange Beam 2
          • V. AISC ASD - Select Wide Flange Beam 3
          • V. AISC ASD - Compression and Biaxial Bending
          • V. AISC ASD - Angle in Compression
          • V. AISC ASD - 2D Frame Validation
          • V. AISC ASD - Design of Steel Beam with Web Opening
          • V. AISC ASD - Deflection Check for a Steel Beam with Web Opening
          • V. AISC LRFD - Wide Flange Tension Capacity
          • V. AISC LRFD - Angle Section Tension Capacity
          • V. AISC LRFD - Wide Flange Compression Capacity 1
          • V. AISC LRFD - Wide Flange Compression Capacity 2
          • V. AISC LRFD - Angle Section Compression Capacity
          • V. AISC LRFD - Tee Section Compression Capacity
          • V. AISC LRFD - Rectangular HSS Compression Strength
          • V. AISC LRFD - Double Angle Compression Capacity
          • V. AISC LRFD - Round HSS Compression Capacity
          • V. AISC LRFD - Wide Flange Flexural Strength 1
          • V. AISC LRFD - Wide Flange Flexural Strength 2
          • V. AISC LRFD - Wide Flange Flexural Strength 3
          • V. AISC LRFD - Select Wide Flange 1
          • V. AISC LRFD - Non Compact Wide Flange 1
          • V. AISC LRFD - Channel Shape Capacity
          • V. AISC LRFD - MC Shape Capacity
          • V. AISC LRFD - Non Compact Wide Flange 2
          • V. AISC LRFD - Non Compact Wide Flange 3
          • V. AISC LRFD - Wide Flange Compression Capacity 4
          • V. AISC LRFD - Select Wide Flange 2
          • V. AISC LRFD - Load Capacity of 3 Wide Flange Beams
          • V. AISC LRFD - Tension and Strong Axis Bending
          • V. AISC LRFD - Compression and Biaxial Bending
          • V. AISC LRFD - Select Compression and Biaxial Bending
          • V. AISC N690 1994 Angle
          • V. AISC N690 1994 Channel
          • V. AISC N690 1994 Pipe Section With SLC
          • V. AISC N690 1994 Pipe
          • V. AISC N690 1994 W Shaped
          • V. AISC N690 1984 Angle
          • V. AISC N690 1984 Channel
          • V. AISC N690 1984 Pipe Section With SLC
          • V. AISC N690 1984 Pipe
          • V. AISC N690 1984 Tee
          • V. AISC N690 1984 W Shaped
        • V. AISI
          • V. AISI 2016 Channel section
          • V. AISI 2016 CS Compressive Strength
          • V. AISI 2016 CS Flexural Strength
          • V. AISI 2016 CU Nominal and Local Axial Capacity
          • V. AISI 2016 CU Nominal Moment Capacity
          • V. AISI 2016 Cylindrical Tubular Section
          • V. AISI 2016 Hat Section
          • V. AISI 2016 SHS section
          • V. AISI 2016 Zee Section
          • V. AISI 2016 ZS Compressive Strength
          • V. AISI 2016 ZS Flexural Strength
        • V. API
          • V.API K Joint
          • V.API Overlapping KJoint - Comp and Bend
          • V.API Overlapping K Joint - Tens and Bend
          • V.API X Joint
          • V.API Y Joint
        • V. ASME NF 3000 Codes
          • V. ASME NF 3000 1974 Angle
          • V. ASME NF 3000 1974 Channel
          • V. ASME NF 3000 1974 Pipe
          • V. ASME NF 3000 1974 Tee
          • V. ASME NF 3000 1974 WShaped
          • V. ASME NF 3000 1977 Angle
          • V. ASME NF 3000 1977 Channel
          • V. ASME NF 3000 1977 Pipe
          • V. ASME NF 3000 1977 Tee
          • V. ASME NF 3000 1977 WShaped
          • V. ASME NF 3000 1989 Angle
          • V. ASME NF 3000 1989 Channel
          • V. ASME NF 3000 1989 Pipe
          • V. ASME NF 3000 1989 Tee
          • V. ASME NF 3000 1989 WShaped
          • V. ASME NF 3000 1998 Angle
          • V. ASME NF 3000 1998 Channel
          • V. ASME NF 3000 1998 Pipe
          • V. ASME NF 3000 1998 Tee
          • V. ASME NF 3000 1998 WShaped
          • V. ASME NF 3000 2001 Angle
          • V. ASME NF 3000 2001 Channel
          • V. ASME NF 3000 2001 Pipe
          • V. ASME NF 3000 2001 Tee
          • V. ASME NF 3000 2001 WShaped
          • V. ASME NF 3000 2004 Angle
          • V. ASME NF 3000 2004 Channel
          • V. ASME NF 3000 2004 Pipe
          • V. ASME NF 3000 2004 Tee
          • V. ASME NF 3000 2004 WShaped
          • V.ASME NF 3000 2004 STYPE 1 Pipe
    • V.10 Concrete Design
      • V. India
        • V. IS456 2000-Axially Loaded Rectangular Column
        • V. IS456 2000-Axially Loaded Square Column
        • V. IS456 2000-Circular Column
        • V. IS456 2000-Doubly Reinforced Rectangular Beam
        • V. IS456 2000-Singly Reinforced Rectangular Beam
        • V. IS456 2000-Singly Reinforced Square Beam
        • V. IS13920 2016-Singly Reinforced Rectangular Beam
        • V. IS13920 2016-Doubly Reinforced Rectangular Beam
        • V. IS13920 2016-Relative Strength Check
      • V. United States
        • V. ACI 318-14 Circular Column
        • V. ACI 318-14 Rectangular Column
        • V. ACI 318-14 Square Column
        • V. ACI 318-14 Tee Beam
        • V. ACI 318-14 Rectangular Beam without Torsion
        • V. ACI 318-11 Circular Column
        • V. ACI 318-11 Square Column
        • V. ACI 318-11 Rectangular Singly Reinforced Beam
        • V. ACI 318-08 Rectangular Singly Reinforced Beam
        • V. ACI 318-05 Rectangular Singly Reinforced Beam
        • V. ACI 318-02 Square Column
        • V. ACI 318-02 Rectangular Beam
        • V. ACI 318-99 Square Column
        • V. ACI 318-99 Circular Column
        • V. ACI 318-99 Beam and Column Reinforcement
    • V.11 Timber Design
      • V. Canada
        • V. CSA 086 2001 - Glulam in Compression
        • V. CSA 086 2001 - Glulam in Bending
        • V. CSA 086 2001 - Glulam in Tension
        • V. CSA 086 2001 - Beam in Compression
        • V. CSA 086 2001 - Beam in Bending
        • V. CSA 086 2001 - Beam in Tension
      • V. Europe
        • V. EC5 - Timber Column
        • V. EC5 - Timber Column with Bending
  • Application Examples
    • EX. Building Planner Example Models
    • EX. Chinese Design Examples
    • EX. CIS/2 Example Models
    • EX. Structure Wizard Macro Example Files
    • EX. OpenSTAAD Example Files
    • EX. Physical Model Examples
    • EX.Tutorials
    • EX. American Design Examples
      • EX. US-1 Plane Frame with Steel Design
      • EX. US-2 Area Load Generation on Floor Structure
      • EX. US-3 Soil Springs for Portal Frame
      • EX. US-4 Inactive Members in a Braced Frame
      • EX. US-5 Support Settlement on a Portal Frame
      • EX. US-6 Prestress and Poststress Loading
      • EX. US-7 Modeling Offset Connections in a Frame
      • EX. US-8 Concrete Design for a Space Frame
      • EX. US-9 Modeling Slabs and Shear Walls Using Finite Elements
      • EX. US-10 Finite Element Model for a Rectangular Tank
      • EX. US-11 Response Spectrum Analysis of a Frame
      • EX. US-12 Moving Load Generation on a Bridge Deck
      • EX. US-13 Section Displacements for a Frame
      • EX. US-14 P-Delta Analysis of a Frame Under Seismic Loads
      • EX. US-15 Wind and Floor Load Generation on a Space Frame
      • EX. US-16 Time History Analysis for Forcing Function and Ground Motion
      • EX. US-17 User-Provided Tables
      • EX. US-18 Stress Calculation for Plate Elements
      • EX. US-19 Inclined Supports
      • EX. US-20 Generating a Structure in Cylindrical Coordinates
      • EX. US-21 Analysis of a Structure with Tension-Only Members
      • EX. US-22 Time History Analysis for Sinusoidal Loading
      • EX. US-23 Spring Support Generation for a Slab on Grade
      • EX. US-24 Analysis of a Concrete Block Using Solid Elements
      • EX. US-25 Analysis of a Structure with Compression-Only Members
      • EX. US-26 Modeling a Rigid Diaphragm Using Control-Dependent
      • EX. US-27 Modeling Soil Springs for a Slab on Grade
      • EX. US-28 Calculation of Modes and Frequencies of a Bridge
      • EX. US-29 Time History Analysis of a Frame for Seismic Loads
    • EX. British Design Examples
      • EX. UK-1 Plane Frame with Steel Design
      • EX. UK-2 Area Load Generation on Floor Structure
      • EX. UK-3 Soil Springs for Portal Frame
      • EX. UK-4 Inactive Members in a Braced Frame
      • EX. UK-5 Support Settlement on a Portal Frame
      • EX. UK-6 Prestress and Poststress Loading
      • EX. UK-7 Modeling Offset Connections in a Frame
      • EX. UK-8 Concrete Design for a Space Frame
      • EX. UK-9 Modeling Slabs and Shear Walls Using Finite Elements
      • EX. UK-10 Finite Element Model for a Rectangular Tank
      • EX. UK-11 Response Spectrum Analysis of a Frame
      • EX. UK-12 Moving Load Generation on a Bridge Deck
      • EX. UK-13 Section Displacements for a Frame
      • EX. UK-14 P-Delta Analysis of a Frame Under Seismic Loads
      • EX. UK-15 Wind and Floor Load Generation on a Space Frame
      • EX. UK-16 Time History Analysis for Forcing Function and Ground Motion
      • EX. UK-17 User-Provided Tables
      • EX. UK-18 Stress Calculation for Plate Elements
      • EX. UK-19 Inclined Supports
      • EX. UK-20 Generating a Structure in Cylindrical Coordinates
      • EX. UK-21 Analysis of a Structure with Tension-Only Members
      • EX. UK-22 Time History Analysis for Sinusoidal Loading
      • EX. UK-23 Spring Support Generation for a Slab on Grade
      • EX. UK-24 Analysis of a Concrete Block Using Solid Elements
      • EX. UK-25 Analysis of a Structure with Compression-Only Members
      • EX. UK-26 Modeling a Rigid Diaphragm Using Control-Dependent
      • EX. UK-27 Modeling Soil Springs for a Slab on Grade
      • EX. UK-28 Calculation of Modes and Frequencies of a Bridge
      • EX. UK-29 Time History Analysis of a Frame for Seismic Loads
    • EX. Modeling Examples
      • EX. Meshed Wall-Slab Connection
        • EX. To create a new view
        • EX. To create a parametric model
        • EX. To designate the wall-slab connection
      • EX. Building Planner Workflow Example
        • EX. Create the model and plan details
        • EX. Create the slab layout
        • EX. Add the beams and columns
        • EX. Check for errors and align columns
        • EX. Assign lateral load data and generate the analysis model
    • EX. Steel Design Examples
      • EX. Connection Design Example
        • EX. To start the Connection Design workflow
        • EX. To design the roof beam to column connections
        • EX. To design the floor beam to column connection
        • EX. To design the brace gusset plate connection
        • EX. To design the gusset base plate connection
        • EX. To change detailing of a connection
        • EX. To generate a report of the connection designs
      • EX. Connection Tags Example
        • EX. To open the example and load example connection data
        • EX. To assign the connection tag types to beam ends
        • EX. To check the connection tags
      • EX. Connection Tags Example 02
        • EX. Data Files
        • EX. Add the connection tags definition file
        • EX. Assign connection tags to beam ends
        • EX. Assign gusset connection tags to columns
        • EX. Analyze, design, and export connection data
    • EX. Interactive Concrete Design Examples
      • EX. Advanced Concrete Design Tutorial
        • Getting Started
          • Starting in STAAD.Pro
          • To open the model and generate analysis
          • To create a building model from floor plan
          • To add a shear wall
        • Slab Design
          • To start the slab design
          • To specify elevator openings
          • To perform the design
          • To generate construction and detail drawings
          • To generate design calculation reports
          • To save the project and exit
          • RCDC Settings Files
        • Beam Design
          • To start the beam design
          • To specify load cases and combinations
          • To split beam group at staircase
          • To perform the beam design
          • To generate beam schedules and drawings
          • To generate beam design calculations
          • To save the project and exit
        • Column and Wall Design
          • To start the column design
          • To import load cases and combinations
          • To perform the column design
          • To generate column schedules and drawings
          • To generate column design calculations
          • To save the project and exit
        • Tutorial STAAD Input File
    • EX. Bride Deck Loading Example
      • EX. To open the model in Bridge Deck workflow
      • EX. To define the bridge deck
      • EX. To generate the influence surface for the deck
      • EX. To define the roadway lanes
      • EX. To place automatically generated loads on the roadway
      • EX. To review the generated loads graphically
      • EX. To transfer the load case to the STAAD.Pro model
      • EX. Bridge Deck Loading Input File
    • EX. Pushover Analysis Example
      • EX. To create model used for pushover example
      • EX. To define general pushover data
      • EX. To define loading pattern and spectrum data
      • EX. To define the solution control
      • EX. To assign the member-specific parameters
      • EX. To specify and run the pushover analysis
      • EX. To review pushover displacement results
  • OpenSTAAD
    • OS. Fundamentals of OpenSTAAD
      • OS. Application Program Interface (API)
      • OS. Instantiating the OpenSTAAD Library for Use
      • OS. Function Return Value
      • OS. STAAD Nomenclature
      • OS. OpenSTAAD API Documentation
    • OS. Using OpenSTAAD in Other Applications: VBA
      • OS. To create an Excel workbook macro
      • OS. Connect a VBA Editor to STAAD
      • OS. Write an OpenSTAAD Macro in Excel
      • OS. Interpreting OpenSTAAD API Syntax for VBA
      • OS. Examples
        • OS. Microsoft Excel Macro Example
        • OS. Microsoft Word Macro Example
      • OS. Additional References
    • OS. Writing OpenSTAAD in the STAAD.Pro Script Editor
      • OS. Using Macros in STAAD.Pro
        • OS. To start a new macro project
        • OS. To import an existing macro
        • OS. To run a linked macro
        • OS. To connect the STAAD.Pro Script Editor to STAAD Object Library
      • OS. To connect the STAAD.Pro Script Editor to STAAD Object Library
      • OS. Simple STAAD.Pro Macro
      • OS. Macro Tutorial
        • OS. To start a new macro project
        • OS. Creating the User Dialog
          • OS. To create the dialog form
          • OS. To create the text fields and labels
          • OS. To create support options
          • OS. To add the dialog buttons
        • OS. To dimension the variables and add initial values in the dialog
        • OS. To get the user values
        • OS. To initialize OpenSTAAD and calculate the node coordinates
        • OS. To generate the frame members
        • OS. To test your macro
        • OS. To add the macro to the list of user tools
        • OS. To run the Frame macro
        • OS. Frame.vbs Macro
      • OS. STAAD.Pro Script Editor window
        • OS. Home ribbon tab
          • OS. UserDialog Editor
          • OS. References dialog
      • OS. Examples
        • OS. Retrieve Dynamic Output
        • OS. Envelopes Table Macro
        • OS. Macros Included with STAAD.Pro
    • OS. Writing OpenSTAAD in Other Programming Languages
      • OS. Getting Started with Python
        • OS. OpenSTAAD and Python
        • OS. Set Up Your Coding Environment
        • OS. Start Your Python Project
        • OS. Write an OpenSTAAD Program in Python
        • OS. Interpreting OpenSTAAD API Syntax for Python
      • OS. Getting Started with C#
        • OS. Set Up Your Coding Environment
        • OS. Start Your C# Project
        • OS. Write an OpenSTAAD Program in C#
        • OS. Notes on Using C# with OpenSTAAD
      • OS. Getting Started with C++
        • OS. Set Up Your Coding Environment
        • OS. Start Your C++ Project
        • OS. Write an OpenSTAAD Program in C++
      • OS. Getting Started with Visual Basic
        • OS. Set Up Your Coding Environment
        • OS. Visual Basic Conventions
      • OS. Getting Started with VB.Net
        • OS. Set Up Your Coding Environment
        • OS. Start Your VB.Net Project
        • OS. Write an OpenSTAAD Program in VB.Net
          • OS. Initiate OpenSTAAD in VB.Net
          • OS. Use Geometry Methods
          • OS. Generate OpenSTAAD Output
          • OS. Run Your Code
    • OS. Troubleshooting
      • OS. Method Object Failed
      • OS. Function is not retrieving correct values
      • OS. Type Mismatch
      • OS. Property or Method Not Supported
      • OS. ActiveX Component in Microsoft Excel
      • OS. User Type Not Defined
      • OS. Files Not Compatible
    • OS. Getting More Help with OpenSTAAD