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عدد المساهمات : 19001 التقييم : 35505 تاريخ التسجيل : 01/07/2009 الدولة : مصر العمل : مدير منتدى هندسة الإنتاج والتصميم الميكانيكى
| موضوع: كتاب Introduction to Steelwork Design to BS 5950-1:2000 السبت 03 أكتوبر 2020, 1:21 am | |
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أخوانى فى الله أحضرت لكم كتاب Introduction to Steelwork Design to BS 5950-1:2000 A G J Way MEng CEng MICE and the late P R Salter BSc CEng MIStructE The Steel Construction Institute Commentaries to Standards
و المحتوى كما يلي :
Contents Page No. FOREWORD iii SUMMARY viii 1 INTRODUCTION TO BS 5950-1:2000 AND LIMIT STATE CONCEPT 1 1.1 Introduction 1 1.2 Aims of structural design 2 1.3 Methods of design 2 1.4 Limit states design 3 1.5 Limit states 6 1.6 Ultimate limit states 6 1.7 Serviceability limit states 16 1.8 Summary of design procedure 18 2 PROPERTIES OF STEEL 19 2.1 Introduction 19 2.2 Strength 21 2.3 Brittle fracture 21 3 LOCAL BUCKLING AND SECTION CLASSIFICATION 24 3.1 Introduction 24 3.2 Section classification 24 3.3 Section classification examples 28 3.4 Effective section properties 31 3.5 Examples of effective section property calculation 36 3.6 Summary of design procedure 39 4 TENSION MEMBERS 41 4.1 Introduction 41 4.2 Material properties 41 4.3 Effective area in tension 42 4.4 Allowance for eccentricity 43 4.5 Summary of design procedure 45 5 COMPRESSION MEMBERS 46 5.1 Introduction 46 5.2 Slenderness 46 5.3 Effective length 46 5.4 Compressive strength 48 5.5 Section classification 50 5.6 Members in lattice frames and trusses 51 5.7 Members in continuous construction 51 5.8 Summary of design procedure 51 6 RESTRAINED BEAMS 53 6.1 Introduction 53 6.2 Lateral restraint 53 6.3 Section Classification 54 6.4 Shear 54 6.5 Combined bending and shear 55 6.6 Web bearing and buckling 57 P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... Created on 22 July 2009 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence AgreementP:\PUB\PUB800\SIGN_OFF\P325\P325V01d12.doc vi Printed 20/08/03 6.7 Deflection 57 6.8 Summary of design procedure 58 7 UNRESTRAINED BEAMS 60 7.1 Introduction 60 7.2 Factors influencing buckling resistance 61 7.3 Behaviour of beams 61 7.4 Design requirements 62 7.5 Effective length 64 7.6 Equivalent uniform moment factor 67 7.7 Deflection 71 7.8 Summary of design procedure 71 8 BEAM WEB DESIGN 72 8.1 Introduction 72 8.2 Web subject to concentrated loads 72 8.3 Openings in beam webs 75 9 MEMBERS SUBJECT TO AXIAL LOAD AND BENDING 79 9.1 Introduction 79 9.2 Section classification 79 9.3 Tension members with moments 80 9.4 Compression members with moments 83 9.5 Summary of design procedure 87 10 COLUMNS IN SIMPLE STRUCTURES 90 10.1 Introduction 90 10.2 Section classification 91 10.3 Column moments 91 10.4 Effective length of columns 93 10.5 Slenderness 93 10.6 Compressive strength 93 10.7 Buckling resistance 93 10.8 Interaction 94 10.9 Loads and forces 94 10.10 Summary of design procedure 95 11 CONNECTIONS 96 11.1 General 96 11.2 Bolted connections 100 11.3 Welded connections 108 11.4 Baseplates 113 11.5 Summary of design procedure 115 12 PLASTIC DESIGN OF PORTAL FRAMES 116 12.1 Introduction 116 12.2 Plastic analysis 116 12.3 Frame stability 117 12.4 Deflections 122 12.5 Member Stability 123 12.6 Summary of design procedure 127 13 PLATE GIRDERS 128 13.1 Introduction 128 13.2 General considerations 129 P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... Created on 22 July 2009 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence AgreementP:\PUB\PUB800\SIGN_OFF\P325\P325V01d12.doc vii Printed 20/08/03 13.3 Design strength 129 13.4 Minimum requirements for webs 130 13.5 Moment capacity 131 13.6 Shear buckling resistance 133 13.7 Stiffeners 137 13.8 Loads applied between stiffeners 142 13.9 Summary of design procedures 143 14 CONTINUOUS MULTI-STOREY FRAMES 144 14.1 Introduction 144 14.2 Loading 145 14.3 Frame analysis 146 14.4 Connection properties 146 14.5 Frame classification 146 14.6 Elastic design of continuous multi-storey frames 147 14.7 Plastic design of continuous multi-storey frames 156 14.8 Summary of design procedure 156 15 CRANE GANTRY GIRDERS 158 15.1 Introduction 158 15.2 Crane girder loading 158 15.3 Lateral torsional buckling 162 15.4 Web shear 162 15.5 Local compression under wheels 162 15.6 Welding 163 15.7 Deflection limits 163 15.8 Summary of design procedure 163 16 REFERENCES 164 APPENDIX A: Plastically designed portal frame (Worked Example) 169 A.1 Frame dimensions and loading 169 A.2 Selecting initial member sizes 169 A.3 Design checks 170 A.4 Graphs for initial portal frame member selection
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