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Design of Steel Structures - Theory and Practice.pdf

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Design of Steel Structures - Theory and Practice.pdf
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Steel Structures Design and Practice N. SUBRAMANIAN Consulting Engineer Maryland USA OXFORD UNTVERS ITY I’RE S S OXFORD UNIVERSITY PRESS YMCA Library Building, Jai Singh Road, New Delhi 110001 Oxford University Press is a department of the University of Oxford. It furthers the University's objective of excellence in research, scholarship, and education by publishing worldwide in Oxford New York Auckland Cape Town Dar es Salaam Hong Kong Karachi Kuala Lumpur Madrid Melbourne Mexico City Nairobi New Delhi Shanghai Taipei Toronto With offices in Argentina Austria Brazil. Chile Czech Republic France Greece Guatemala Hungary Italy Japan Poland Portugal Singapore South Korea Switzerland Thailand Turkey Ukraine Vietnam Oxford is a registered trade mark of Oxford University Press in the UK and in certain other countries. Published in India by Oxford University Press 0 Oxford University Press 2010 The moral rights of the author have been asserted. Database right Oxford University Press (maker) First published 2010 All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, without the prior permission in writing of Oxford University Press, or as expressly permitted by law, or under terms agreed with the appropriate reprographics anization. Enquiries concerning reproduction outside the scope of the above should be sent to the Rights Department. Oxford University Press, at the address above. You must not circulate this book in any other binding or cover and you must impose this same condition on any acquirer. ISBN-13: 978-0-19-806881-5 ISBN-10: 0-19-806881-6 'Qpeset in Times by Pee-Gee Graphics, New Delhi Printed in India by Chaman Enterprises, Delhi 110002 and published by Oxford University Press YMCA Library Building, Jai Singh Road, New Delhi 110001 List of Symbols A area of cross section; surface area of cladding A, area of bolt; gross area of horizon- tal boundary elements in SPSW Abr required bearing area A, minor diameter area of the bolt; gross area of vertical boundary elements in SPSW A, area of diagonal member A, effective cross-sectional area; effec- tive frontal area in wind A, moment amplification factor As total flange area of the smaller con- nected column; floor area; required area of flange plates A, gross cross-sectional area A,, gross cross-sectional area of flange A,, gross cross sectional area of out- standing leg A, design horizontal seismic coeffi- cient A, design horizontal acceleration spec- trum value of mode k A, net area of the total cross section A,, net tensile cross sectional area of bolt A,, net cross sectional area of the con- nected leg A,, area A,, net cross sectional area of each flange A,, net sectional area of outstanding 1% A, initial cross-sectional area of ten- sile test coupon A, cross-sectional area of the stiffener in contact with the flange A, tensile str 内容来自淘豆网www.taodocs.com转载请标明出处.
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