Structural Mechanics

acting action actual amount angle applied assuming axial load axis base beam bearing bending bolt Calculate carries centre of gravity Chapter clockwise column component compression compressive stress considered cross-section deflexion depth Determine diameter direction distance drawing drawn earth effective height equal equilibrium EXAMPLE exceed factor fixed follows foot force diagram frame given hinge horizontal inches inertia joint joist lb/sq ft least length material maximum Note obtained parallel permissible stress plate point load position pressure pull QUESTION ratio reaction represents resistance resultant rivet rope safe safe load shape shown in Fig shows side simply single span square stanchion steel strain strength string structure strut supported Table taken Taking moments tension thick timber tons tons-ft tons/sq triangle turning uniform upward vertical wall weight wide