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Analysis of Bridge Superstructures
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accordance with Clause analysis anchorage applied approved axial axis bars beam bearing bending bolts Box Girder bracing Bridge Design Code calculated centroid Clause 13 clearance coefficient components compression members computed concrete connected cross-section CSA Standard culvert dead load deck slab deep foundation unit deformation depth diameter Diaphragms distance exceed factored moment resistance factored resistance Figure flange flexural given in Clause Highway Bridge Design horizontal Hot-Dip Galvanizing laminations less limit states Type live load load effects loint longitudinal maximum method minimum modulus of elasticity N-mm pedestrian piers piles plate post-tensioning pressure prestressed concrete prestressing steel railings ratio requirements of Clause roadway scour serviceability limit shear reinforcement shear resistance soil span specified in Clause specified strength splices stiffeners stress range structure sublect superstructure surface taken tensile tensile stress tension thickness torsional traffic transverse truss ultimate limit vertical vortex shedding welds width wood deck yield stress