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Forces Acting on Bodies
Moments of Forces
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acting allowable angle applied axis bars base beam bearing bending moment body bolts called centroid column common compressive compressive stress Compute concentrated load concrete connection considered construction continuous cross section deflection deformation depth determine diagram diameter direction distance draw effective elastic equal equation equilibrium Example fiber FIGURE force polygon formula ft-lb given horizontal inches indicated inertia intersection joint kips length line of action magnitude material maximum maximum bending method modulus moments neutral Note parallel passes plate positive pounds pressure Problem reactions reinforcement represents resisting respect resultant rivet Select shaft shear diagram shearing stress shown in Fig shows side simple beam Solution spacing span Specification square steel strength structural surface Table tensile tension thickness truss uniformly distributed load unit stress vertical wall weight weld zero