1、SPECIAL NOTICE The material presented in this publication has been prepared in accordance with recognized engineering principles. This Standard and Commentary should not be used without first securing competent advice with respect to their suitability for any given application. The publication of th
2、e material contained herein is not intended as a representation or warranty on the part of the American Society of Civil Engineers, or of any other person named herein, that this information is suitable for any general or particular use or promises freedom from infringement of any patent or patents.
3、 Anyone making use of this information assumes all liability from such use. ASCE 3 91 0759b00 0022979 TL1 ANSI / ASCE 3-91 AM / ASCE 9-91 AW Approwed beer“ li, 1992 American Society of Civil Engineers Standard for the Structural Design of Composite Slabs ANWASCE 3-91 ANSI Approved December 11,1992 S
4、tandard Practice for Construction and Inspection of Composite Slabs AWASCE 4.81 ANSt Approved December 11,1992 ASCE 3 71 m 0757600 0022980 733 m ANSI / ASCE 3-91 ANSI / ASCE 9-91 ANSI Approved December 11,1992 American Society of Civil Engineers Standard for the Structural Design of Composite Slabs
5、ANSVASCE 3-91 ANSI Approved December 11,1992 Standard Practice for Construction and Inspection of Composite Slabs ANSVASCE 9-91 ANSI Approved December 11,1992 Published by the American Society of Civil Engineers 345 East 47th Street New York, New York 1 O01 7-2398 ASCE 3 91 m 0759600 0022983 b7T m A
6、BSTRACT American Society of Civil Engineers Standard for the Structural Design of Composite Slabs, ASCE Standard Practice for Construction and Inspection of Composite Slabs (ASCE 3-91 and ASCE 9-91 respectively) presents standards for the structural design and testing of composite slabs and for good
7、 construction dards are included. The “Standard for the Structural Design of Composite practice and inspection procedures. In addition, commentaries on both stan- Slabs” (ASCE 3-91) and its “Commentary” cover such topics as loads, construc- tion stage, strength design, service load design, test proc
8、edures, and test results evaluation. The “Standard Practice for the Construction and Inspection of Composite Slabs” (ASCE 9-91) and its “Commentary” discuss such topics as damage control, connections, concrete placement, shore removal, holes and hole reinforcement. These standards are written in suc
9、h a form that they may be adopted by reference in a general building code. Library of Congress Cataloging-in-Publication Data Standard for the structural design of composite slabs: ANSVASCE 3-91, ANSI approved December 1 1, 1992; Standard practice for construction and inspection of composite slabs:
10、ANSVASCE 9-91, ANSI approved December 11,1992. p.cm.-(ASCE standard) SBN 0-87262-954-6 Includes bibliographical references and index. desian-Standards-United States. I. American Societv of Civil Enaineers. l. Composite construction-Standards-United States. 2. Structural II. Tae: Standard practice fo
11、r structural design of comphsiteslabs. 111. Series: American Society of Civil Engineers. ASCE standard. 0 TA664S72 1994 624.1 772-dc20 94-3855 CI P Photocopies. Authorization to photocopy material for internal or personal use under circumstances not falling within the fair use provisions of the Copy
12、right Act is granted by ASCE to libraries and other users registered with the Copyright Clearance Center (CCC) Transactional Reporting Service, .provided that the base fee of $2.00 per article plus $.25 per page copied is pald directly to CCC, 27 Congress Street, Salem, MA 01970. The identification
13、for ASCE Books is 0- 87262-954-6/94 $2.00 + $25 Requests for special permission or bulk copy- mg should be addressed to Permlsslons & Copyright Dept., ASCE. Copyright 1994 by the American Society of Civil Engineers, All Rights Reserved. Library of Congress Catalog Card No: 94-3855 Manufactured in th
14、e United States of America. ISBN 0-87262-954-6 ASCE 3 91 D 0759600 0022982 506 m STANDARDS In April 1980, the Board of Direction approved ASCE Rules for Standards Committees to govern the writing and maintenance of standards developed by the Society. All such standards are developed by a consensus s
15、tandards process managed by the Management Group F (MGF), Codes and Standards. The consensus process includes balloting by the balanced standards committee made up of Society members and non-members, balloting by the membership of ASCE as a whole and balloting by the public. All standards are update
16、d or reaffirmed by the same process at intervals not exceeding five years. The following standards have been issued: ANSUASCE 1-88 N-725 Guidelines for Design and Analysis of Nuclear Safety Related Earth Structures ANSUASCE 2-91 Measurement of Oxygen Transfer in Clean Water ANSUASCE 3-91 Standard fo
17、r the Structural Design of Composite Slabs and ANSUASCE 9-91 Standard Practice for the Construction and Inspection of Composite Slabs ASCE 4-86 Seismic Analysis of Safety-Related Nuclear Structures Building Code Requirements for Masonry Structures (AC1530-92/ASCE5-92/TMS402-92) and Specifications fo
18、r Masonry Structures Specifications for Masonry Structures (ACI530.1- ANSUASCE 7-93 Minimum Design Loads for Buildings and Other Structures ANSUASCE 8-90 Standard Specification for the Design of Cold-Formed Stainless Steel Structural Members (ACI530.1-92/ASCE6-92/TMS602-92) 92/ASCE6-92/TMS602-92) AN
19、SUASCE 9-91 listed with ASCE 3-91 ANSUASCE 10-90 Design of Latticed Steel Transmission Structures ANSUASCE 11-90 Guideline for Structural Condition Assessment of Existing Buildings ANSUASCE 12-92 Guideline for the Design of Urban Subsurface Drainage ASCE 13-93 Standard Guidelines for Installation of
20、 Urban Subsurface Drainage ASCE 14-93 Standard Guidelines for Operation and Maintenance of Urban Subsurface Drainage ASCE 15-93 Standard Practice for Direct Design of Buried Precast Concrete Pipe Using Standard Installations (SIDD) 111 . FOREWORD The material presented in this Standard has been prep
21、ared in accordance with recognized engineering principles. This Standard should not be used without first securing competent advice with respect to its suitability for any given application. The publication of the material contained herein is not intended as a representation or warranty on the part
22、of the American Society of Civil Engineers, or of any other person named herein, that this information is suitable for any general or particular use or promises freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability from such use. The appendic
23、es contained in this document are intended by the Steel Deck with Concrete Standards Committee to be included with the parent Standard document unless specifically exempted by building code authorities. This standards document is written in such a form that it may be adopted by reference in a genera
24、l building code. V ASCE 3 91 !I759600 0022984 387 ACKNOWLEDGEMENTS The American Society of Civil Engineers (ASCE) acknowledges the efforts of the Steel Deck with Concrete Standards Committee of the Management Group F on Codes and Standards. This Committee comprises individuals from many backgrounds
25、including: consulting engineering, research, cold-formed steel industry, education, and government. The previous work of the Composite Steel Deck Committee of the American Iron and Steel Institute is gratefully acknowledged. The preparation of the many revisions of this and the prior ASCE 3- 84Stand
26、ard for ASCE by Max L. Porter, Ph.D., P.E. is acknowledged. In addition, the Commentaries were authored by Max L. Porter with support by the committee. This Standard was formulated through the consensus process by balloting in compliance with procedures of ASCEs Management Group F on Codes and Stand
27、ards. Those individuals who serve on the Steel Deck with Concrete Standards Committee are: Prodyot K. Basu C. Dale Buckner Theron 2. Chastain Donald J. Clark Calvin R. Clauer Harry J. Collins, III Michel Crisinel W. Samuel Easterling Edward R. Estes, Jr. James M. Fisher Jules O. A. Gagnon, Jr. sing
28、L. chu Charles R. Gray J. David Harmon Richard B. Heagler, Secretary Thomas J. Jones Larry D. Luttrell Thomas J. McCabe Virgil Morton D. C. OLeary Miley R. Parxish Mark Patrick Clarkson W. Pinkham Max L. Porter, Chairman Robert M. Preddy Satinder Pal Singh Puri James J. Rongoe Robert A. Samela Walte
29、r E. Schultz Reinhold M. Schuster Louis C. Tartaglione Ronald E. Witthohn vii ASCE 3 71 0757600 0022985 215 9 ASCE Standard for the Structural Design of Composite Slabs Contents PAGE . STANDARDS 111 FOREWORD ACKNOWLEDGEMENTS . vii CONTENTS . ix . NOTATION . CHAER1-GENERAL . 1 1.1 . Introduction 1 1.
30、1.1 . Composite slabs 1 1.1.2 . Objective and scope 1 1 . 1.3 . InCh-pOUd units 1 1.2-Materials 1 1.2.1 - Stel deck 1 1.2.2 . Concrete 1 1.3 - Slab limitations 2 1.3.1 . Span-to-depth ratios 2 1.3.2 - Slab depth and concrete cover . 2 1.4 - Tolerances and minimum sizes . 2 1.4.1 - Tolerances . 2 1.4
31、.2 - Dimensions . 2 . CHAmER 2 . DESIGN CRITERIA 2 2.1-Loads 2 2.2 - Construction stage 2 2.2.1 - General . 2 2.2.2 - Section properties . 2 2.2.3 - Construction live loads 2 2.2.4 - Allowable stresses . 2 2.2.5 - Calculated stresses 2 2.2.6 - Dead load deflection . 2 2.3 - Composite section . 5 2.3
32、.1 - Strength design 5 2.3.1.1 - General . 5 2.3.1.2 - Load factors 5 2.3.1.3 - Strength reduction factors. 4 5 2.3.1.4 - Continuity over supports . 5 2.3.1.5.1 - Shear-bond strength 5 2.3.1.5.2 - Flexural strength 6 2.3.2 - Service load design 6 2.3.1.5 - Strength relationships . 5 ix ASCE 3 91 m 0
33、759600 0022986 L51 m PAGE 2.3.2.1 . Section properties for deflection calculations . 6 2.3.2.2 . Deflection limitations . 7 2.3.3 . Special design considerations 7 2.3.3.1 . Control of shrinkage and temperature effects 7 2.3.3.2 . Punching shear . 7 2.3.3.3 . Two-way action . 7 2.3.3.4 . Repeated or
34、 vibratory loading 9 CHAITER 3 . PERFORMANCE TESTS . 9 3.1 . Introduction 9 3.2 . Testing of composite slab elements 9 3.2.1 . Specimen preparation . 9 3.2.1.2 . Dimensions of composite specimens 9 3.2.2 . Test procedure . 9 3.2.2.1 . Loading of specimens 9 3.2.2.2 . Instrumentation . 10 3.2.2.3 . R
35、ecording of data 10 3.2.3 . Scope of tests 11 3.2.3.1 . Shear-bond tests . 11 3.2.3.2 . Flexural tests . 12 3.2.4 . Test result evaluation 12 3.2.4.1 . General 12 3.2.4.2 . Shear-bond 12 3.2.4.3 . Flexure 13 3.2.4.4 . Design dimensions of the steel deck . 13 3.3 . Existing tests . 13 3.4 . Performan
36、ce tests . 13 3.2.1.1 . General . 9 3.4.1 . General 13 3.4.2 . Acceptance test . 13 APPLICABLEDOCUMENTS . 14 APPENDMA-SIUNITS 15 APPENDIX B . SECTION PROPERTIES FOR CALCULATING DEFLECTIONS OF COMPOSITE SLABS 16 B . 1 . Transformed composite neutral axis . 16 B.2 . Moment of inertia of cracked sectio
37、n 16 B.3 . Moment of inertia of uncracked section 16 B.4 . Moment of inertia of composite section 16 APPENDIX C . DECK MEASUREMENTS . 16 C.0-Notation . 16 C.1 . General 16 C.2 - Measurements 17 C.2.1- Embossments 17 C.2.2 - Measuring devices . 17 C.2.3 - Dimensions to be recorded for straight emboss
38、ments 17 C.2.4 - Dimensions to be recorded for curved embossments . 17 X ASCE 3 91 D 0759b00 0022987 O98 D PAGE FLEXURAL CAPACITY OF COMPOSITE SLABS 17 APPENDIX D . AN ALTERNATE METHOD FOR CALCULATING D . 1 . Introduction . 17 D.2 . Calculated bending strength . 17 D.2.1- General 17 D.2.2 . Shear fo
39、rce transfer 19 D.2.2.2 . Type II decks 19 D.2.2.3 . Type III decks 19 D.2.3 . Limitations 19 D.3 . Confirmation tests . 19 D.4 . Design equations 22 D.2.2.1 .TypeIdecks . 19 LIST OF FIGURES 2.1 Loading diagrams for moments 3 2.2 Loading diagrams for support reactions 4 2.3 Loading diagrams for defl
40、ections 4 3.1 Typical test assembly 10 3.2 Typical shear-bond plot showing the reduced regression line for m and k 12 B . 1 Composite section 16 C.1 Deck measurements . 18 D.l Decksections 20 D.2 Embossments details 21 LIST OF TABLES 2.1 Shoring factors . 6 2.2 Maximum allowable deflections under se
41、rvice loads 8 3.1 Limiting values of depths and shear spans 9 A . 1 SI conversion factors 15 COMMENTARY 23 INDEX 87 Xi ASCE 3 91 W 0759600 0022988 T24 a= %= A, = A#,= b= B= bd = B, = B, = c, = c= c, = d= dd = D, = e, = e,= e,= E= E, = E, = f= fb = f, = f, = f, = f, = ffl = f, = NOTATION depth of equ
42、ivalent rectangular stress block, A,fy10.85 f,b, in. cross-sectional area of steel deck, or area of negative moment reinforcing steel where used as tension reinforcement, sq. in. per ft. of width area of that portion of steel deck which is in compression, sq. in. per ft. of width area of that portio
43、n of steel deck which is in tension, sq. in. per ft. of width unit width of slab, 12 in, (305 m) width of slab, ft. width of composite test slab, ft. width of bottom flange measured at intersection of inside tangents, in. width of top flange measured at intersection of inside tangents, in. moment co
44、efficient, dependent upon whether the slab is simply supported or continuous, and on distribution of loads compressive force on cross section due to flexure, lbs. cell spacing, in. effective slab depth, distance from extreme concrete compression fiber to centroidal axis of the full cross section of
45、steel deck, in. overall depth of steel deck profile, in. developed width of web measured to inside tangent on flanges, including end arcs, in. distance from C-resultant force to top of steel deck, in. distance from C-resultant force to mid-height of deck web, in. distance from C-resultant force to b
46、ottom of steel deck, in. earthquake load perpendicular to slab, psf modulus of elasticity of concrete, psi modulus of elasticity of steel deck, 29,500,000 psi (203 O00 MPa) allowable stress, psi bending stress for elastic computation, psi modulus of rupture of concrete, psi specified tensile strengt
47、h of steel, psi measured tensile strength of steel, according to ASTM A370 4, psi specified or design yield point or yield strength of steel, psi measured yield strength of steel, according to ASTM A370 4, psi specified compressive strength of concrete, psi f, = F, = ffC2 = h= h,= h,= I, = Id = I, =
48、 L= I. = Sr = I, = k= h= k, = K= %= KI = K, = K3 = e, = e, = elf = e, = e, = en, = e, = compressive test cylinder strength of concrete at time of slab testing, psi lower usage compressive strength of concrete, used to determine Vel, psi laboratory test strength of concrete corresponding to V, psi no
49、minal out-to-out depth of slab, in. depth of concrete above top corrugation of steel deck, in. out-to-out depth of slab at failure crack in test specimen, in. moment of inertia of composite section based on cracked section, in.4 per ft. of width moment of inertia of composite section considered effective for deflection computations, in.4 per ft. of width moment of inertia of full steel deck section only taken about the composite cracked section neutral axis, in4 per ft. of width effective moment of inertia, in4 per ft. of width moment of inertia of steel deck base
