Software Verification Examples. For ETABS 2016

Transcription

1 Examples For 2016 ISO ETA122815M6 Rev. 0 Proudly developed in the United States of America July 2016

2 Copyright Copyright Computers & Structures, Inc., All rights reserved. The CSI Logo and are registered trademarks of Computers & Structures, Inc. The computer program and all associated documentation are proprietary and copyrighted products. Worldwide rights of ownership rest with Computers & Structures, Inc. Unlicensed use of these programs or reproduction of documentation in any form, without prior written authorization from Computers & Structures, Inc., is explicitly prohibited. No part of this publication may be reproduced or distributed in any form or by any means, or stored in a database or retrieval system, without the prior explicit written permission of the publisher. Further information and copies of this documentation may be obtained from: Computers & Structures, Inc. info@csiamerica.com (for general information) support@csiamerica.com (for technical support)

3 DISCLAIMER CONSIDERABLE TIME, EFFORT AND EXPENSE HAVE GONE INTO THE DEVELOPMENT AND DOCUMENTATION OF THIS SOFTWARE. HOWEVER, THE USER ACCEPTS AND UNDERSTANDS THAT NO WARRANTY IS EXPRESSED OR IMPLIED BY THE DEVELOPERS OR THE DISTRIBUTORS ON THE ACCURACY OR THE RELIABILITY OF THIS PRODUCT. THIS PRODUCT IS A PRACTICAL AND POWERFUL TOOL FOR STRUCTURAL DESIGN. HOWEVER, THE USER MUST EXPLICITLY UNDERSTAND THE BASIC ASSUMPTIONS OF THE SOFTWARE MODELING, ANALYSIS, AND DESIGN ALGORITHMS AND COMPENSATE FOR THE ASPECTS THAT ARE NOT ADDRESSED. THE INFORMATION PRODUCED BY THE SOFTWARE MUST BE CHECKED BY A QUALIFIED AND EXPERIENCED ENGINEER. THE ENGINEER MUST INDEPENDENTLY VERIFY THE RESULTS AND TAKE PROFESSIONAL RESPONSIBILITY FOR THE INFORMATION THAT IS USED.

4 Contents Introduction Methodology Conclusions Problems Analysis Problems 1 Plane Frame with Beam Span Loads, Static Gravity Load Analysis 2 Three-Story Plane Frame, Dynamic Response Spectrum Analysis 3 Three-Story Plane Frame, Code-Specific Static Lateral Load Analysis 4 Single Story Three-Dimensional Frame, Dynamic Response Spectrum Analysis 5 Three-Story Three-Dimensional Braced Frame, Dynamic Response Spectrum Analysis 6 Nine-Story Ten-Bay Plane Frame, Eigenvalue Analysis 7 Seven-Story Plane Frame, Gravity and Lateral Loads Analysis 8 Two-Story Three-Dimensional Frame, Dynamic Response Spectrum Analysis 9 Two-Story Three-Dimensional Unsymmetrical Building Frame, Dynamic Response Spectrum Analysis 10 Three-Story Plane Frame with ADAS Elements, Nonlinear Time History Analysis i

5 11 Three-Story Plane Frame with Viscous Damper Elements, Nonlinear Time History Analysis 12 Pounding of Two Planar Frames, Nonlinear Time History Analysis 13 Base Isolated Two-Story 3D Frame, Nonlinear Time History Analysis 14 Friction Pendulum Base-Isolated 3D Frame, Nonlinear Time History Analysis 15 Wall Object Behavior, Static Lateral Loads Analysis ii

6 Design Examples Steel Frame AISC Example 001 AISC Example 002 AISC Example 001 AISC Example 002 AISC ASD-89 Example 001 AISC ASD-89 Example 002 AISC LRFD-93 Example 001 AISC LRFD-93 Example 002 AS Example 001 AS Example 002 AS Example 003 BS Example 001 BS Example 002 CSA S16-09 Example 001 CSA S16-09 Example 002 CSA S16-14 Example 001 CSA S16-14 Example 002 Build-up Wide Flange Member Under Compression Build-up Wide Flange Member Under Compression Wide Flange Member Under Compression Wide Flange Member Under Combined Compression & Biaxial Bending Wide Flange Member Under Compression Wide Flange Member Under Combined Compression & Bending Square Tube Member Under Compression & Bending Wide Flange Member Under Compression & Bending Wide Flange Member Under Compression & Bending Wide Flange Member Under Compression & Bending Wide Flange Member Under Compression & Bending iii

7 EC Example 001 EN Example 002 EN Example 003 IS Example 001 IS Example 002 IS Example 003 KBC 2009 Example 001 KBC 2009 Example 002 NTC 2008 Example 001 NTC 2008 Example 002 NZS Example 001 NZS Example 002 NZS Example 003 Wide Flange Member Under Combined Compression & Bending Wide Flange Section Under Bending Wide Flange Section Under Combined Compression & Bending Wide Flange Member Under Compression Wide Flange Member Under Combined Compression & Biaxial Bending Build-up Wide Flange Member Under Compression Wide Flange Section Under Combined Compression & Bending Wide Flange Section Under Combined Compression & Bending Wide Flange Member Under Compression Wide Flange Member Under Combined Compression & Bending Concrete Frame ACI Example 001 ACI Example 002 ACI Example 001 ACI Example 002 ACI Example 001 ACI Example 002 AS Example 001 AS Example 002 iv

8 BS Example 001 BS Example 002 CSA A Example 001 CSA A Example 002 CSA A Example 001 CSA A Example 002 EN Example 001 EN Example 002 HK CP-2004 Example 001 HK CP-2004 Example 002 IS Example 001 IS Example 002 NTC 2008 Example 001 NTC 2008 Example 002 KBC 2009 Example 001 KBC 2009 Example 002 KCI 1999 Example 001 KCI 1999 Example 002 RCDF 2004 Example 001 RCDF 2004 Example 002 NZS Example 001 NZS Example 002 SS CP Example 001 SS CP Example 002 Beam Moment Strength Using Equivalent Rectangular Stress Distribution Beam Moment Strength Using Equivalent Rectangular Stress Distribution v

9 TS Example 001 TS Example 002 Shear Wall ACI WALL-001 ACI WALL-002 ACI WALL-001 ACI WALL-002 ACI WALL-001 ACI WALL-002 ACI Masonry WALL-001 ACI Masonry WALL-002 AS WALL-001 AS WALL-002 BS WALL-001 BS WALL-002 CSA A WALL-001 CSA A WALL-002 CSA A WALL-001 CSA A WALL-002 EC WALL-001 EC WALL-002 Hong Kong CP-04 WALL-001 Hong Kong CP-04 WALL-002 Indian IS WALL-001 Indian IS WALL-002 vi

10 KBC 2009 WALL-001 KBC 2009 WALL-002 Mexican RCDF-04 WALL-001 Mexican RCDF-04 WALL-002 NZS WALL-001 NZS WALL-002 Singapore CP Singapore CP Turkish TS WALL-001 Turkish TS WALL-002 Composite Beam AISC Example 001 AISC Example 001 AISC Example 002 BS Example 001 Composite Girder Design Composite Girder Design Composite Girder Design Steel Designers Manual Sixth Edition Design of Simply Supported Composite Beam CSA S16-09 Example 001 Handbook of Steel Construction Tenth Edition Composite Beam EC Example 001 Steel Designers Manual Seventh Edition Design of Simply Supported Composite Beam Composite Column AISC Example 001 AISC Example 002 AISC Example 003 Composite Column Design Composite Column Design Composite Column Design vii

11 Slab ACI PT-SL Ex001 ACI RC-PN Ex001 ACI RC-SL Ex001 ACI PT-SL Ex001 ACI RC-PN Ex001 ACI RC-SL Ex001 ACI PT-SL Ex001 ACI RC-PN Ex001 ACI RC-SL Ex001 AS PT-SL Ex001 AS RC-PN Ex001 AS RC-SL Ex001 AS PT-SL Ex001 AS RC-PN Ex001 AS RC-SL Ex001 BS PT-SL Ex001 BS RC-PN Ex001 BS RC-SL Ex001 CSA A PT-SL Ex001 CSA A RC-PN Ex001 CSA A RC-SL Ex001 CSA A PT-SL Ex001 CSA A RC-PN Ex001 CSA A RC-SL Ex001 EN PT-SL Ex001 EN RC-PN Ex001 viii

12 EN RC-SL Ex001 HK CP-2004 PT-SL Ex001 HK CP-2004 RC-PN Ex001 HK CP-2004 RC-SL Ex001 HK CP-2013 PT-SL Ex001 HK CP-2013 RC-PN Ex001 HK CP-2013 RC-SL Ex001 IS PT-SL Ex001 IS RC-PN Ex001 IS RC-SL Ex001 NTC 2008 PT-SL Ex001 NTC 2008 RC-PN Ex001 NTC 2008 RC-SL Ex001 NZS PT-SL Ex001 NZS RC-PN Ex001 NZS RC-SL Ex001 SS CP PT-SL Ex001 SS CP RC-PN Ex001 SS CP RC-SL Ex001 TS PT-SL Ex001 TS RC-PN Ex001 TS RC-SL Ex001 References ix