STAAD III On-Line Manual
Section 1. Introduction, Overview
and The Environment
1.1. Introduction
1.2. Overview of Facilities
1.2.1. STAAD-III Analysis and Design
1.2.2. STAAD-PRE Graphical Input Generation
1.2.3. STAAD-POST-Graphical Post Processing
1.2.4. STAAD-INTDES
1.2.5. Utilities
1.2.6. STAPLE
1.3. The Graphical User Interface Environment of STAAD-III for Windows
Section 2. General Description
2.1. Introduction
2.2. Input Generation
2.3. Types of Structure
2.4. Unit System
2.5. Structure Geometry and Coordinate Systems
2.5.1. Global Coordinate System
2.5.2. Local Coordinate System
2.5.3. Relationship Between Global & Local Coordinates
2.6. Finite Element Information
2.6.1. Plate/Shell Element
2.6.2. Solid Element
2.7. Member Properties
2.7.1. Prismatic Properties
2.7.2. Built-In Steel Section Library
2.7.3. User Provided Steel Table
2.7.4. Tapered Sections
2.7.5 Assign Command
2.8. Member/Element Release
2.9. Truss/Tension-Only Members
2.10. Cable Members
2.11. Member Offsets
2.12. Material Constants
2.13. Supports
2.14. Master/Slave Joints
2.15. Loads
2.16.1. Joint Load
2.16.2. Member Load
2.16.3. Area Load
2.16.4. Fixed End Member Load
2.16.5. Prestress and Postress Member Load
2.16.6. Temperatur/Strain Load
2.16.7. Support Displacement Load
2.16.8. Loading on Elements
2.17. Load Generator
2.17.1. Moving Load Generator
2.17.2. UBC Seisnmic Load Generator
2.17.3. Wind Load Generator
2.18. Analysis Facilities
2.18.1. Stiffness Analysis
2.18.2. Second Order Analysis
2.18.2.1. P-Delta Analysis
2.18.2.2. Non Linier Analysis
2.18.3. Dynamic Analysis
2.19. Member End Forces
2.19.1. Secondary Analysis
2.19.2. Member Forces at Intermediate Sections
2.19.3. Member Displacement at Intermediate Sections
2.19.4. Member Stresses at Specified Sections
2.19.5. Force Envelopes
2.20. Multiple Analysis
2.21. Steel/Concrete/Timber Design
2.22. Footing Design
2.23. Printing Facilities
2.24. Ploting Facilities
2.25. Miscellaneous Facilities
2.26. Post Processing Facilities
Section 3. American Steel Design
3.1. Design Operation
3.2. Member Properties
3.2.1. Built-in Steel Section Library
3.3. Allowable per AISC Code
3.3.1. Tension Stress
3.3.2. Shear Stress
3.3.3. Stress Due To Compression
3.3.4. Bending Stress
3.3.5. Combined Compression and Banding
3.3.6. Singly Symmetric Sections
3.3.7. Torsion per Publication T114
3.3.8. Design of Web Tapered Sections
3.4. Design Parameters
3.5. Code Checking
3.6. Member Selection
3.6.1. Member Selection by Optimization
3.6.2. Deflection Check With Steel Design
3.7. Truss Members
3.8. Unsymmetric Sections
3.9. Plate Girders
3.10. Punching Shear Check
3.11. Tabulated Results of Steel Design
3.12. Weld Design
3.13. Steel Design per AASHTO Specifications
3.13.1. General Comments
3.13.2. Allowable Stresses per AASHTO Code
3.13.3. Stability Requirements per AASHTO Code
3.13.4. Minimum Metal Thickness Requirement
3.14. Steel Design per AISC/LRFD Specification
3.14.1. General Comments
3.14.2. LRFD Fundamentals
3.14.3. Analysis Requirements
3.14.4. Section Classification
3.14.5. Axial Tension
3.14.6. Axial Compression
3.14.7. Flexural Design Strength
3.14.8. Combined Axial Force and Bending
3.14.9. Design for Shear
3.14.10. Design Parameters
3.14.11. Code Checking and Member Selection
3.14.12. Tabulated Result of Steel Design
Section 4. American Concrete Design
4.1. Design Operation
4.2. Section Types for Concrete Design
4.3. Member Dimensions
4.4. Design Parameters
4.5. Slenderness Effects and Analysis Consideration
4.6. Beam Design
4.7. Column Design
4.8. Slab/Wall Design
Section 5. Timber Design
5.1. Timber Design
5.2. Design Operations
5.3. Input Specification
5.4. Code Checking
5.5. Orientation of Lamination
5.6. Member Selection
Section 6. STAAD-III Commands and Input Instructions
6.1. Command Language Conventions
6.1.1. Elements of The Commands
6.1.2. Command Formats
6.1.3. Listing of Members by Specification of Global Ranges
6.2. Problem Initiation And Title
6.3. Unit Specification
6.4. Input/Output Width Specification
6.5. Set Command Specification
6.6. Separator Command
6.7. Page New Command
6.8. Page Length/Eject Command
6.9. Ignore Specifications
6.10. No Design Specification
6.11. Joint Coordinates Specification
6.12. Member Incidences Specification
6.13. Element Incidence Specification
6.14. Element Mesh Generation
6.15. Redefinition of Joint and Member Numbers
6.16. Listing of Members by Specification of GROUPS
6.17. Rotation of Structure Geometry
6.18. Inactive/Delete Specification
6.19. User Steel Table Specification
6.20. Member Property Specification
6.20.1. Specifying Properties from Steel Table
6.20.2. Prismatic Property Specification
6.20.3. Tapered Member Specification
6.20.4. Property Specification from User Provided Table
6.20.5. Assign Profile Specification
6.20.6. Examples of Member Property Specification
6.21. Element Property Specification
6.22. Member/Element Releases
6.22.1. Member Release Specification
6.22.2. Element Release Specification
6.23. Member Truss/Cable/Tension/Compression Specification
6.23.1. Member Truss Specification
6.23.2. Member Cable Specification
6.23.3. Member Tension/Compression Specification
6.24. Element Plane Stress and Ignore Inplane Rotation Specification
6.25. Member Offset Specification
6.26. Constant Specification
6.27. Global/Inclined Support Specification
6.27.1. Global Support Specification
6.27.2. Inclined Support Specification
6.27.3. Automatic Spring Support Generator for Foundations
6.28. Master/Slave Specification
6.29. Draw Specification
6.30. Cut-Off Frequency or Mode Shapes
6.31. Definition of Load Systems
6.31.1. Definition of Moving Load System
6.31.2. Definition of UBC Load
6.31.3. Definition of Wind Load
6.31.4. Definition of Time History Load
6.32. Loading Specification
6.32.1. Joint Load Specification
6.32.2. Member Load Specification
6.32.3. Element Load Specification
6.32.4. Area Load/Floor Load Specification
6.32.5. Press Load Specification
6.32.6. Temperature Load Specification for Members and Elements
6.32.7. Fixed-End Load Specification
6.32.8. Support Displacement Load Specification
6.32.9. Selfweight Load Specification
6.32.10. Dynamic Loading Specification
6.32.10.1. Response Spectrum Specification
6.32.10.2. Application of Time Varying Load for Response History Analysis
6.32.11. Repeat Load Specification
6.32.12. Generation of Loads
6.33. Natural Frequency Specification
6.34. Modal Calculation Command
6.35. Load Combination Specification
6.36. Calculation of Problem Ctatistics
6.37. Analysis Specification
6.38. Change Specification
6.39. Load List Specification
6.40. Section Specification
6.41. Print Specification
6.42. Print Section Displacement
6.43. Print Force Envelope Specification
6.44. Post Analysis Printer Plot Specification
6.45. Post Analysis Graphics Display
6.45.1. Display Deflected Shapes
6.45.2. Display Section Displacement
6.45.3. Display Bending Moment/Shear Force Diagrams
6.45.4. Display Mode Shapes
6.45.5. Display Stress Contours
6.46. Size Specification
6.47. Steel Design Specification
6.47.1. Parameter Specifications
6.47.2. Code Checking Specification
6.47.3. Member Selection Specification
6.47.4. Member Selection by Optimization
6.47.5. Weld Selection Specification
6.48. Group Specification
6.49. Steel Take Off Specification
6.50. Timber Design Specification
6.50.1. Timber Design Parameter Specifications
6.50.2. Code Checking Specification
6.50.3. Member Selection Specification
6.51. Concrete Design Specifications
6.51.1. Design Initiation
6.51.2. Concrete Design-Parameter Specification
6.51.3. Concrete Design Command
6.51.4. Concrete Take Off Command
6.51.5. Concrete Design Terminator
6.52. Footing Design Specification
6.52.1. Design Initiation
6.52.2. Footing Design Parameter Specification
6.52.3. Footing Design Command
6.52.4. Footing Design Terminator
6.53. MicellaneousSpecial Commands
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