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
GS. 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 9
RR 22.09.00-1 Features Affecting the General Program
RR 22.09.00-1.1 Mass Model Generation
RR 22.09.00-2 Features Affecting the Preprocessor
RR 22.09.00-2.1 Cable and Truss Specifications
RR 22.09.00-2.2 Notional Load Enhancements
RR 22.09.00-3 Features Affecting the Analysis and Design Engine
RR 22.09.00-3.1 Tension Slenderness Checks in AISC 360-16
RR 22.09.00-3.2 Projected Loading on Plates
RR 22.09.00-4 Features Affecting Post Processing
RR 22.09.00-4.1 RAM Connection Workflow Update
RR 22.09.00-4.2 P-Delta Analysis Support for Chinese Steel Design Workflow
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
モデリング
M.グラフィカルビューウィンドウのナビゲート
M.ノードにおける回転中心を選択するには
M.モデルの3Dレンダリングを表示するには
M.3Dレンダービュー右クリック表示メニュー
M.ラベル
M.ノード、ビーム、プレートなどのラベルを表示するには
M.構造ツールチップオプションを変更するには
M.各オブジェクトのラベル表示を切り替えるには
M.ビュー
M.モデルの一部の表示
M.モデルの断面を切り取るには
M.新規ビューを作成するには
M.ウィンドウのレイアウトを復元するには
M.ビューにカスタムテキストを挿入するには
M.荷重をグラフィカルに表示するには
M.ビームの始点と終点を識別するには
M.回転ツール
M.コントロールノードを表示するには
M. モデルオブジェクトの作成
M.作図補助
M.オブジェクトを描画するためのグリッドを追加するには
M.STAAD.Proグリッドファイルをインポートするには
M.DXFファイルをグリッドとしてインポートするには
M.ビーム
M.新規ビームの属性を設定するには
M.グリッド上で描画することでビームを追加するには
M.新規ノードでビームを追加するには
M.中間点間にビームを追加するには
M.既存ビームと直交するビームを追加するには
M.曲り梁を追加するには
M.選択されたノードでビームを分割するには
M.メンバーの長さを伸ばすには
M.2つ以上のメンバーを統合するには
M.選択したビームの番号を変更するには
M.フィジカルメンバー
M.フィジカルメンバーを手動で形成するには
M.自動的にフィジカルメンバーを形成するには
M.フィジカルメンバーの補剛条件を自動で生成するには
M.フィジカルメンバー拘束を手動で追加するには
M.フィジカルメンバーを削除するには
M. プレート
M.新規プレート属性を設定するには
M.既存のノードを接続するプレートを描画するには
M.ビームで囲まれたプレートを追加するには
M.コーナーノードからプレートメッシュを生成するには
M.パラメトリックモデル
M.パラメトリックサーフェスモデルを作成するには
M.メッシュモデルに多角形開口部を作成するには
M.メッシュモデルに円形の開口を作成するには
M.接合ライン、または接合ポイントを追加するには
M.スラブ/壁接続を定義するには
M.合成デッキ
M.周囲のビームから新規合成デッキを作成するには
M.合成デッキのリブの方向を設定するには
M.合成デッキのプロパティを割り当てるには
M.合成鋼製ビーム特性を修正するには
M.合成デッキの例
M.ソリッド
M.既存のノードを接続するソリッドを描画するには
M.ノード
M.1つのメンバーにノードを挿入するには
M.複数のメンバーにノードを挿入するには
M.重複したビームにノードを追加するには
M.2つのノードをマージするには
M.モデルの変更
M.選択したオブジェクトを移動するには
M.モデルの基準点を移動するには
M.選択されたエンティティを回転するには
M.直線に沿った形状のコピーを生成するには
M.弧に沿った形状のコピーを生成するには
M.モデルエンティティのミラーコピーを生成するには
M.グループ
M.選択からグループを作成するには
M.既存のグループにオブジェクトを追加するには
M.構造ウィザード
M.単位を設定するには
M.モデルから構造を生成
M.トラスモデルを作成するには
M.フレームモデル
M.フレームまたは連続梁モデルを作成するには
M.円筒フレームまたはビームを作成するには
M.サーフェスまたはプレートモデル
M.四辺形プレート
M.円筒側面
M.双曲線放物線状のシェル
M.球形表面
M.開口多角形板
M.開口円板
M.クーリングタワー
M.ソリッド
M.複合モデル:バンカー/サイロ
M.CADモデルのインポート
M.DXFファイルから形状を生成するには
M.STAADモデルから形状を生成するには
M.VBAマクロモデル
M.新しいプラグインを追加するには
M.モデルパラメータを編集するには
M.モデルを再スケールするには
M.モデル全体を削除するには
M.作成したモデルをSTAAD.Proに転送するには
M.項目をライブラリに追加するには
M.解析モデリングワークフローのページ
「ノード」テーブル
「<オブジェクト>番号で移動」ダイアログ
ノードサポート
M.プロパティと仕様
M.断面プロファイル
M.断面データベースプロファイル
M.新しいテーブルの断面プロパティを追加するには
M.アメリカンスチールジョイスト断面を追加するには
M.カタログ断面をフィジカルメンバーに割り当てるには
M.断面データベースマネージャ
M.既定の断面データベースを変更するには
M.カスタムのテーブルの断面プロパティを追加するには
M.カスタムセクションデータベースを追加するには
M.レガシデータベースを変換するには
断面データベースマネージャのリボンツールバー
「既定のデータベース構成」ダイアログ
M.角形断面と漸減断面
M.角形断面を割り当てるには
M.テーパー付きI形断面を割り当てるには
M.ユーザー定義テーブル断面
M.ワイドフランジユーザーテーブルセクションを作成するには
M.チャンネルユーザーテーブルセクションを作成するには
M.アングルユーザーテーブルセクションを作成するには
M.ダブルアングルユーザーテーブルセクションを作成するには
M.I形ユーザーテーブルセクションを作成するには
M.角形ユーザーテーブルセクションを作成するには
M.一般断面を作成するには
M.断面ウィザードで作成した一般形状を使用するには
M.断面ウィザードヘルプ
M.断面ウィザードを起動するには
M.断面ビルダ
M.アプリケーションウィンドウのレイアウト
M. ツールバー
M. メニュー
M.「ファイル」メニュー
M.「編集」メニュー
M.「座標中心を移動」ダイアログ
M.「設定」メニュー
M.「ツール」メニュー
M.「ヘルプ」メニュー
M.要素の向き
M.等価断面モジュール
M.アプリケーションウィンドウのレイアウト
M. ツールバー
M.「プリファレンス」ダイアログ
M.「断面」ダイアログ
M.フリースケッチ
M.作図環境を設定するには
M.外輪郭を描画するには
M.内輪郭を描画するには
M.コーナーを丸めるには
M.丸い開口部を挿入するには
M.内輪郭をコピーするには
M.頂点を削除するには
M.開口を削除するには
M.座標中心を移動するには
M.CAD図面をインポートするには
STAAD.Proで使用するために形状をエクスポートするには
M.アプリケーションウィンドウのレイアウト
M. ツールバー
M. メニュー
M.「ファイル」メニュー
M.「パラメトリック断面」ダイアログ
M.「形鋼断面」ダイアログ
M.「編集」メニュー
M.「設定」メニュー
M.「プリファレンス」ダイアログ
M.「グリッドパラメータ」ダイアログ
M.「サービス」メニュー
M.「ヘルプ」メニュー
M.「数式計算」ウィンドウ
M.単位変換
M.材料と定数
M.材料定義を作成するには
M.事前定義された材料を追加するには
M.直交異方性材料を作成するには
M.材料定義を割り当てるには
M.材料定数を割り当てるには
M.メンバーの向き
M.メンバーの回転角度を割り当てるには
M.フランジにシングルアングルを合わせるには
M.メンバーを基準点に合わせるには
M.メンバー仕様
M.メンバー仕様を追加するには
M.軸方向の挙動をメンバーに割り当てるには
M.メンバーの終点のリリースを割り当てるには
M.メンバー端部オフセットを割り当てるには
M.メンバーにメンバー不整を割り当てるには
M.非線形ケーブルメンバーを割り当てるには
M.ひび割れ断面特性をメンバーに割り当てるには
M.メンバーに耐火を割り当てるには
M.仕様をフィジカルメンバーに割り当てるには
M.プレート仕様
M.プレートを基準点に合わせるには
M.プレート厚を指定するには
プレートオフセットを割り当てるには
M.プレートコーナーリリースを割り当てるには
M.平面応力としてプレートを割り当てるには
M.面内回転動作をプレートに割り当てるには
M.プレート剛性を無視するには
M.ノード仕様
M.ノード間に剛リンクを割り当てるには
M.床ダイアフラムにノードを割り当てるには
M.サポート
M.固定またはピン拘束サポートを割り当てるには
M.強制サポートを割り当てるには
M.カスタムリリースサポートを割り当てるには
M.スプリングサポートを割り当てるには
M.マルチリニアスプリングをスプリングサポートに割り当てるには
M.スプリングサポートを一方向として割り当てるには
M.傾斜サポートを割り当てるには
M.基礎サポートを割り当てるには
M.モデルの荷重
M. STAAD.Proで使用可能な構造荷重仕様
M.新規の主荷重ケースを作成するには
M.荷重項目
M.自重荷重を追加するには
M.ノード荷重を追加するには
M.サポート変位を追加するには
M.メンバー荷重項目
M.メンバーの集中荷重または集中モーメントを追加するには
M.均一荷重をメンバーに追加するには
M.線形変化荷重をメンバーに追加するには
M.プレストレスまたはポストテンション荷重をメンバーに追加するには
M.固定端メンバー荷重を追加するには
M.プレート、サーフェス、面、およびソリッド荷重項目
M.プレートに圧力荷重を追加するには
M.プレートに集中荷重を追加するには
M.面荷重を追加するには
M.床荷重または一方向荷重を追加するには
M.サーフェス自重荷重を追加するには
M.静水圧荷重をオブジェクトに追加するには
M.構造振動数を計算するには
M.風荷重
M.風荷重定義を追加するには
M.ASCE 7風荷重定義を追加するには
M.SNiP風荷重定義を追加するには
M.GB50009風荷重定義を追加するには
M.IS-875 (Part 3): 2015風荷重を追加するには
M.ジョイントの暴露を割り当てるには
M.風荷重を適用するには
M.SP 20.13330.2016に従って動的風荷重を適用するには
M.地震荷重
M.地震荷重定義を追加するには
M.壁面積データをIS1893 2016地震定義に追加するには
M.重量項目を地震荷重定義に追加するには
M.参照荷重で重量を地震荷重定義に追加するには
M.地震荷重を追加するには
M.応答スペクトル
M.一般的な応答スペクトルを追加するには
M.IBC 2000応答スペクトルを追加するには
M.IS 1893応答スペクトルを追加するには
M.IBC 2006応答スペクトルを追加するには
M.EC8応答スペクトルを追加するには
M.GB 50011-2010応答スペクトルを追加するには
M.雪荷重
M.ASCE 7-02雪荷重を追加するには
M.Notional荷重
M.Direct解析パラメータを定義するには
M.Notional荷重ケースを追加するには
M.移動荷重
M.車両荷重を定義するには
M.移動荷重ケースを生成するには
M.車両を荷重生成に追加するには
M.時刻歴荷重
M.テーブルデータから時刻歴タイプを定義するには
M.関数から時刻歴タイプを定義するには
M.スペクトルで時刻歴タイプを定義するには
M.時刻歴スペクトルの出力を生成するには
M.時刻歴荷重で振動数とスペクトルのペアを使用するには
M.外部ファイルで時刻歴タイプを定義するには
M.時刻歴パラメータを定義するには
M.時刻歴荷重を追加するには
M. プッシュオーバー荷重
M.一般的なプッシュオーバーデータを定義するには
M.メンバー特定プッシュオーバーデータを定義するには
M.ヒンジを手動で定義して割り当てるには
M.プッシュオーバースペクトルデータを定義するには
M.プッシュオーバー荷重を追加するには
M.解析制御を定義するには
M.荷重依存リッツベクトルで始点ベクトルを使用するには
M.荷重の組み合わせ
M.新規の荷重の組み合わせを定義するには
M.主荷重タイプを定義するには
M.自動荷重組み合わせルールを定義するには
M.荷重の組み合わせを自動的に生成するには
M.Eurocodeに従って荷重の組み合わせを自動的に生成するには
M.繰り返し荷重ケースを追加するには
M.参照荷重を作成するには
M.減衰のモデリング
M.減衰比を割り当てるには
M.モードの減衰値を明示的に定義するには
M.モードの減衰を内部計算するには
M.質量のモデリング
質量モデルの生成に使用されるルール
M.質量モデルを生成するには
M.質量モデル参照荷重を追加するには
M.質量モデル参照荷重に質量荷重を追加するには
M.荷重エンベロープを作成するには
M.事前に割り当てられた荷重を編集するには
M.パイピングワークフロー
M.パイピングワークフローの使用
M.配管モデルをインポートするには
M.サポート接続ウィザードを使用するには
M.配管サポートと構造間の接続を描画するには
M.配管サポートと構造間の接続を手動で設定するには
M.構造解析用に荷重データを転送するには
M.モデルデータをAutoPIPEにエクスポートするには
M.STAAD.ProモデルデータをAutoPIPEにエクスポートするには
M.パイピングワークフローのページ
M. ブリッジデッキワークフロー
M.ブリッジデッキワークフローでモデルを開くには
M.ブリッジデッキを定義するには
M.影響面を生成するには
M.車道を定義するには
M.車道上に荷重を生成するには
M.荷重をSTAAD.Proに転送するには
M.モデルの確認
M.多重構造のチェックをするには
M.プレートのそりのチェックをするには
M.重複エンティティを確認して削除するには
M.長さゼロメンバーの検出と削除をするには
M.重複する同一線上のメンバーのチェックをするには
M.ビーム結合を変更するには
M.未接続のノードを検出して削除するには
M.2つのノード間の距離を表示するには
M.ビームの長さを表示するには
M.負の体積となるソリッドのチェックをするには
M.物理モデリングワークフロー
M.物理モデラーの使用
M.関連付けられた物理モデルを解除するには
M.Building Plannerワークフロー
M.Building PlannerワークフローでSTAADモデルを開始するには
M.平面
M.新しい建物平面を作成するには
M.新しい建物平面をインポートするには
M.平面特性を編集するには
M.スラブ
M.長方形のスラブを追加するには
M.不規則な形状のスラブを追加するには
M.スラブ特性を編集するには
M.柱
M.柱を追加するには
M.平面全体に柱を自動的に追加するには
M.ビーム
M.ビームを作成するには
M.平面全体にビームを自動的に追加するには
M.ビームの連続性を指定するには
M.ビーム特性を編集するには
M.ビーム設計パラメータを指定するには
M.フレーム
M.平面を完了するには
M.3Dフレームを作成するには
M.耐震壁を作成するには
M.サポートを変更するには
M.メンバーリリースを指定するには
M.柱のサイズ、向き、および配置を変更するには
M.風パラメータを変更するには
M.地震パラメータを変更するには
M.荷重組み合わせを変更するには
M.解析と設計
M.STAAD.Proモデルを生成するには
「Space Frame File Generation」ダイアログ
M.スラブを設計するには
M.ビームを設計するには
M.柱を設計するには
解析
A. 解析のタイプ
A. 線形弾性解析を指定するには
A. P-デルタ解析を指定するには
A. Direct解析を指定するには
A. 非線形解析を指定するには
A. 非線形ケーブル解析を指定するには
A. 不整解析を指定するには
A. 座屈解析を指定するには
A. プッシュオーバー解析を指定するには
A. Changeコマンドを追加するには
A. 床スペクトルを生成するには
A. プリ解析コマンドを指定するには
A. 荷重リストを作成するには
A. 柔層および地震コードの不規則性をチェックするには
A. 解析結果印刷コマンドを指定するには
A. 剛性の中心を出力するには
A. アドバンスドケーブル解析からケーブルサグをレポートするには
A. 層間変位のチェックをするには
A. STAAD.Proで解析を実行するには
A. クラウドで解析を実行するには
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.鋼構造設計コードとパラメータを指定するには
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 テーパー断面
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 幾何学的非線形性を考慮した静的解析
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
Info tab
New tab
Open tab
Save / Save As tabs
Backup/Restore tab
Print tab
Report tab
Report Setup dialog
ISM tab
Import/Export tab
DXF Import dialog
Cloud Services tab
Settings tab
Help tab
Geometry tab
Paste with Move dialog
「並進方向への繰返し」ダイアログ
3D Circular dialog
Rotate dialog
Snap Node-Beam dialog
Linear
Radial grid dialog
Irregular grid dialog
DXF Import dialog
Imported Grid dialog
Mirror dialog
Move Entities dialog
Move Origin dialog
Select Node dialog
Renumber dialog
Define Member Attributes dialog
Insert Nodes into Beam # dialog
Insert Node / Nodes dialog
Stretch Member(s) dialog
Merge Selected Beams dialog
Parametric Models dialog
New Mesh Model dialog
Add Parametric Model dialog
Define Meshing Region dialog
Select Meshing Parameters dialog
Define Plate Object Property dialog
「合成デッキ」ダイアログ
View tab
Diagrams dialog
Orientation dialog
Tables dialog
Open View dialog
Options dialog
Font
Color Manager dialog
Tool Tip Options dialog
Select tab
Visual Check dialog
Select Nodes dialog
Select Groups dialog
Specification tab
Specifications - Whole Structure dialog
Node Specification dialog
「メンバー仕様」ダイアログ
「プレート仕様」ダイアログ
Properties - Whole Strucutre dialog
Section Profile Tables dialog
Property dialog
Property: Tapered I dialog
User Provided Table dialog
User Table Manager dialog
New User Table dialog
Wide Flange dialog
Channel dialog
Angle dialog
Double Angle dialog
Tee dialog
Pipe dialog
Tube dialog
General dialog
I Section dialog
Prismatic dialog
Material Constant dialog
Beta Angle dialog
Reference Point dialog
Plate ElementProperty dialog
Plate Reference Point dialog
Supports - Whole Structure dialog
Create Support dialog
Material - Whole Structure dialog box
Isotropic Material dialog
2D Orthotropic Material Property dialog
Section Database Manager window
Loading tab
Load & Definition dialog
Create New Definitions / Load Cases / Load Items dialog box
(Moving) Load Generation Type dialog
Add New Define Starting Mass Load dialog
Add New Load Envelopes dialog
Create Primary Load Case dialog
Define Load Combinations dialog
Add New Reference Load Definitions dialog
Add New Load Items dialog
Selfweight tab
「ノード荷重」タブ
Member Load tab
Area Load tab
Floor Load tab
Plate Loads tab
Solid Loads tab
Temperature Loads tab
Seismic Loads tab
Time History tab
Wind Load tab
Snow Load tab
Response Spectra tab
Generated Spectrum dialog
Spectrum Parameters dialog
Repeat Load tab
Frequency tab
Load Generation dialog
「風荷重の生成 - IS 875 (Part 3): 2015」ダイアログ
Create Mass Model dialog
Define Load Type dialog
「自動荷重組み合わせ」ダイアログ
「荷重組み合わせ自動生成の荷重規則を編集」ダイアログ
Create Wind Type Definition dialog
Add New Wind Definitions (data) dialog
ASCE 7 Wind Load dialog box
「中国GB 50009に対する風定義と風荷重ケースを生成」ダイアログ
「IS-875 (Part 3): 風荷重」ダイアログ
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
「新規を追加: 時刻歴定義」ダイアログ
Define (Time History) Parameters dialog
Modal Damping dialog
「解析と設計」タブ
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
Create AVI File dialog
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
BD21/01 Specific Parameters
BD21/01 Annex D Specific Parameters
AASHTO Specific Parameters
AASHTO LRFD Specific Parameters
IRC Specific Parameters
Diagrams dialog
Influence tab
Deck tab
Vehicle Database dialog
Results tab
Annotation dialog
Beam Property dialog
Results Setup dialog
Node Displacement dialog
Transfer Forces for Selected Members dialog
Floor Vibration Output dialog
Steel AutoDrafter tab
Grid Manager dialog
Drawing Style Manager dialog
Member Labels
Chinese Steel Design tab
Assign Secondary Member dialog
Brace Angle dialog
Material Parameter dialog
Chinese Steel Design dialog
Configure Solution dialog
Assign Design Parameter dialog
Chinese Steel Design Parameters dialog
Connection Design tab
Special Selection of Joints dialog
Basic Connections dialog
Smart Connections
Gusset Connections dialog
Beam-Girder Identification dialog
Seismic Frames
RAM Report Export dialog
RAM Connection Material Database dialog
Advanced Slab Design tab
Node Tools tab
Node dialog
Beam Tools tab
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 1
V. IS 875 (Pt 3) 2015 WL Generation on Rectangular Clad Bldg 2
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 - Cantilever Beam with Point Load
V. CSA S16-19 - Check for Bending and LTB
V. CSA S16-19 - CLASS4 UPT Cantilever Beam with UDL
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