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™
SAFE
DESIGN OF SLABS, BEAMS AND FOUNDATIONIS
REINFORCED AND POST-TENSIONED CONCRETE
Verification Manual
Berkeley, California, USA
.
Version 12.0.0
December 2008
Copyright
Copyright © Computers & Structures, Inc., 1978-2008
All rights reserved.
The CSI Logo® is a registered trademark of Computers & Structures, Inc. SAFETM and
Watch & LearnTM are trademarks of Computers & Structures, Inc. Adobe and Acrobat are
registered trademarks of Adobe Systems Incorported. AutoCAD is a registered trademark
of Autodesk, Inc.
The computer program SAFETM and all associated documentation are proprietary
and copyrighted products. Worldwide rights of ownership rest with Computers &
Structures, Inc. Unlicensed use of this program 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.
1995 University Avenue
Berkeley, California 94704 USA
Phone: (510) 649-2200
FAX: (510) 649-2299
e-mail: (for general questions)
e-mail: (for technical support questions)
web: www.csiberkeley.com
DISCLAIMER
CONSIDERABLE TIME, EFFORT AND EXPENSE HAVE GONE INTO THE
DEVELOPMENT AND TESTING 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.
CONTENTS
Introduction
Methodology
Acceptance Criteria
Summary of Examples
Matrix of Program Features Covered in Example Problems
Automating the SAP2000 Verification Checking Process
Examples
Slab Supports and Load Conditions
1
Simply Supported Rectangular Plate
2
Rectangular Plate with Built-In Edges
3
Rectangular Plate with Mixed Boundary
4
Rectangular Plate on Elastic Beams
5
Infinite Flat Plate on Equidistant Columns
6
Infinite Flat Plate on Elastic Subgrade
7
Skew Plate with Mixed Boundary
Slab Geometries
8
ACI Handbook Flat Slab Example 1
9
ACI Handbook Two-Way Slab Example 2
10
PCA Flat Plate Test
11
University of Illinois Flat Plate Test F1
12
University of Illinois Flat Slab Tests F2 and F3
13
University of Illinois Two-way Slab Test T1
14
University of Illinois Two-Way Slab Test T2
Design
ACI 318-08
ACI 318-08 PT-SL 001
Post-Tensioned Slab Design
ACI 318-08 RC-BM-001
Flexural and Shear Beam Design
CONTENTS - 1
ACI 318-08 RC-PN-001
Slab Punching Shear Design
ACI 318-08 RC-SL-001
Slab Flexural Design
AS 3600-01
AS 3600-01 PT-SL-001
Post-Tensioned Slab Design
AS 3600-01 RC-BM-001
Flexural and Shear Beam Design
AS 3600-01 RC-PN-001
Slab Punching Shear Design
AS 3600-01 RC-SL-001
Slab Flexural Design
BS 8110-97
BS 8110-97 PT-SL-001
Post-Tensioned Slab Design
BS 8110-97 RC-BM-001
Flexural and Shear Beam Design
BS 8110-97 RC-PN-001
Slab Punching Shear Design
BS 8110-97 RC-SL-001
Slab Flexural Design
CSA A23.3-04
CSA 23.3-04 PT-SL-001
Post-Tensioned Slab Design
CSA A23.3-04 RC-BM-001
Flexural and Shear Beam Design
CSA A23.3-04 RC-PN-001
Slab Punching Shear Design
CSA A23.3-04 RC-SL-001
Slab Flexural Design
Eurocode 2-04
Eurocode 2-04 PT-SL-001
Post-Tensioned Slab Design
Eurocode 2-04 RC-BM-001
Flexural and Shear Beam Design
EUROCODE 2-04 RC-PN-001
Slab Punching Shear Design
Eurocode 2-04 RC-SL-001
Slab Flexural Design
Hong Kong CP-04
Hong Kong CP-04 PT-SL-001
Post-Tensioned Slab Design
Hong Kong CP-04 RC-BM-001
Flexural and Shear Beam Design
Hong Kong CP-04 RC-PN-001
Slab Punching Shear Design
Hong Kong CP-04 RC-SL-001
Slab Flexural Design
IS 456-00
IS 456-00 PT-SL-001
Post-Tensioned Slab Design
IS 456-00 RC-BM-001
Flexural and Shear Beam Design
IS 456-00 RC-PN-001
Slab Punching Shear Design
IS 456-00 RC-SL-001
Slab Flexural Design
NZS 3101-06
NZS 3101-06 PT-SL-001
Post-Tensioned Slab Design
NZS 3101-06 RC-BM-001
Flexural and Shear Beam Design
NZS 3101-06 RC-PN-001
Slab Punching Shear Design
NZS 3101-06 RC-SL-001
Slab Flexural Design
Singapore CP 65-99
Singapore CP 65-99 PT-SL-001
Post-Tensioned Slab Design
Singapore CP 65-99 RC-BM-001
Flexural and Shear Beam Design
Singapore CP 65-99 RC-PN-001
Slab Punching Shear Design
Singapore CP 65-99 RC- SL-001
Slab Flexural Design
Conclusions
References
-3
