CSA S6- 19 Canadian Highway Bridge Design Code

CSA S6– 19 Canadian Highway Bridge Design Code.
17.7.3 Camber 1100
17.7.4 Welded attachments 1101
17.8 Cross-sectional areas, effective section, and effective strength 1101
17.8.1 General 1101
17.8.2 Cross-sectional areas 1101
17.8.3 Effective section 1102
17.8.4 Effective strength 1103
17.9 Local buckling 1104
17.9.1 Flat elements 1104
17.9.2 Curved elements 1108
17.10 Tension members 1109
17.10.1 Limiting slenderness for tension members 1109
17.10.2 Shear lag effect 1109
17.10.3 Axial tensile resistance 1110
17.10.4 Pin-connected tension members 1110
17.10.5 Oblique welds 1111
17.11 Compression members 1111
17.11.1 Limiting slenderness for compression members 1111
17.11.2 Buckling 1111
17.11.3 Members in axial compression 1113
17.12 Flexural members 1115
17.12.1 Classification of members in bending 1115
17.12.2 Moment resistance of members not subject to lateral torsional buckling 1116
17.12.3 Moment resistance of members subject to lateral torsional buckling 1117
17.12.4 Design of members in shear 1119
17.13 Members in torsion 1123
17.13.1 General 1123
17.13.2 Hollow sections 1123
17.13.3 Solid sections 1124
17.13.4 Open sections 1124
17.14 Members with combined axial force and bending moment 1125
17.14.1 Axial tension and bending 1125
17.14.2 Axial compression and bending 1126
17.14.3 Shear force in beam-columns 1128
17.15 Built-up compression members 1129
17.15.1 Spacing of connectors 1129
17.15.2 Multiple-bar members with discrete shear connectors 1129
17.15.3 Double angle struts 1129
17.15.4 Lattice columns and beam-columns 1130
17.16 Composite beams and girders 1131
17.16.1 General 1131
17.16.2 Concrete slab 1132
17.16.3 Proportioning 1132
17.16.4 Effects of creep and shrinkage 1132
17.16.5 Control of permanent deflections 1132
17.16.6 Resistance of composite section 1132
17.16.7 Shear connectors 1135
17.17 Trusses 1136
17.17.1 General 1136
CSA S6 pdf download.