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.