Limit States Design in Structural Steel : SI Units |
Common terms and phrases
acting action actual additional angles applied assumed axis beam bearing bending bolts bracing bridges buckling building calculated Canadian capacity carry Chapter checked CISC Class Clause column composite compressive resistance computed concrete condition connection consideration considered Construction corresponding cross-section curve dead deflection detail determined developed discussed distribution elastic elements equal Equation Example expressed factored factored loads failure fasteners flange force frame girder given governed included increased interaction joint kN.m lateral less limit live load load material maximum method mm² moments occur plate portion produced properties reduced reference relationship relatively resistance roof selected shape shear shown in Figure side situation slab slenderness ratio span specified Standard stiffener strain strength stress structural steel subjected supported sway taken tensile tension thickness ultimate usually vertical weld wind yield