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SI Units for Statics and Strength of Materials
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A36 steel AISC allowable shear stress allowable stress angle Appendix assumed ASTM axes axial compressive load axial load body bolts Calculate the maximum centroidal centroidal axis clockwise column compression member compressive stress Compute concentrated load concurrent force system coplanar cross section deﬁned Determine diameter elastic curve equal equations equilibrium EXAMPLE factor of safety ﬁbers FIGURE ﬁrst ﬁxed force F force triangle forces acting formula free-body diagram friction ft-kips ft-lb inertia joint kips line of action load diagram magnitude maximum shear stress midspan modulus of elasticity Neglect the weight neutral axis Note parallel force system perpendicular pin connected plate PROBLEMS proportional limit reactions rectangular components resultant force rotation shaft shear diagram shown in Fig simply supported SOLUTION Speciﬁcation static strength of materials stress developed structural steel tensile stress tension torque truss U.S. Customary System uniformly distributed load vector weld zero