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SG12 Stressstrain diagram of a structural aluminum alloy definitions
SG13 Principle of superposition the generalized Hookes law for isotropic
SG14 Thinwalled pressure vessels
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algebraic equations applied assume beam in Figure bending bending-moment diagrams bolts boundary conditions buckling Castigliano's method centroidal axis Chapter column completed this section compressive stress constant cross section cross-sectional area deformation determine the maximum diameter equations of equilibrium equilibrium equations EXAMPLE 2 Determine example problem flange flexure stress free-body diagram fully plastic given Hooke's law horizontal Ib-ft Ib-in independent equations inertia lateral deflections magnitude material maximum deflection maximum shearing stress Mohr's circle neutral axis normal stress Objective Study program obtain plane stress plastic bending plate principal stresses psi compression Reference Manual rivet segment shaft shear and bending-moment shear diagram shearing strain shown in Figure sign convention singularity functions solve statically indeterminate structures steel Step STOP SOLUTION strain energy stress at point stress concentrations study period tensile stress tension tion torque torsional loading transformation equations unknown reactions write yield zero