Reinforced Concrete Design Manuals

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  • Topic: Shear stress, Concrete, Shear strength
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SAFE



DESIGN OF SLABS, BEAMS AND FOUNDATIONIS REINFORCED AND POST-TENSIONED CONCRETE

Reinforced Concrete Design Manual

ISO SAF120108M4-Rev2
Berkeley, California, USA

Version 12
December 2010

Copyright
Copyright  Computers & Structures, Inc., 1978-2010 All rights reserved. The CSI Logo® is a registered trademark of Computers & Structures, Inc. SAFE and TM Watch & Learn 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 SAFE 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. 1995 University Avenue Berkeley, California 94704 USA Phone: (510) 649-2200 FAX: (510) 649-2299 e-mail: info@csiberkeley.com (for general questions) e-mail: support@csiberkeley.com (for technical support questions) web: www.csiberkeley.com TM TM

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

1 2

Introduction Design for ACI 318-08
2.1 2.2 2.3 2.4 2.5 Notations Design Load Combinations Limits on Material Strength Strength Reduction Factors Beam Design 2.5.1 Design Flexural Reinforcement 2.5.2 Design Beam Shear Reinforcement 2.5.3 Design Beam Torsion Reinforcement Slab Design 2.6.1 Design for Flexure 2.6.2 Check for Punching Shear 2.6.3 Design Punching Shear Reinforcement

1-1

2-1 2-4 2-5 2-5 2-5 2-6 2-14 2-16 2-21 2-21 2-23 2-29

2.6

i

SAFE Reinforced Concrete Design 3 Design for AS 3600-01
3.1 3.2 3.3 3.4 3.5 Notations Design Load Combinations Limits on Material Strength Strength Reduction Factors 3-1 3-4 3-4 3-5

Beam Design 3-5 3.5.1 Design Flexural Reinforcement 3-6 3.5.2 Design Beam Shear Reinforcement 3-13 3.5.3 Design Beam Torsion Reinforcement 3-16 Slab Design 3.6.1 Design for Flexure 3.6.2 Check for Punching Shear 3.6.3 Design Punching Shear Reinforcement 3-21 3-21 3-22 3-24

3.6

4

Design for BS 8110-97
4.1 4.2 4.3 4.4 4.5 Notations Design Load Combinations Limits on Material Strength Partial Safety Factors 4-1 4-4 4-5 4-5

Beam Design 4-6 4.5.1 Design Flexural Reinforcement 4-6 4.5.2 Design Beam Shear Reinforcement 4-14 4.5.3 Design Beam Torsion Reinforcement 4-16 Slab Design 4.6.1 Design for Flexure 4.6.2 Check for Punching Shear 4.6.3 Design Punching Shear Reinforcement 4-20 4-20 4-21 4-24

4.6

5

Design for CSA A23.3-04
5.1 Notations 5-1

ii

Contents

5.2 5.3 5.4 5.5

Design Load Combinations Limits on Material Strength Strength Reduction Factors

5-4 5-5 5-5

Beam Design 5-6 5.5.1 Design Flexural Reinforcement 5-6 5.5.2 Design Beam Shear Reinforcement 5-14 5.5.3 Design Beam Torsion Reinforcement 5-21 Slab Design 5.6.1 Design for Flexure 5.6.2 Check for...
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