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Concept of Stress
Stresses on Oblique Planes 9 15 Geometric Stress Con
Concept of Strain
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2-in.-diameter aluminum angle of twist applied Assume axial load beam of Fig beam shown biaxial stress bolts cantilever beam cent centroid column compressive stress computed concentrated load concrete cross section cross-sectional area deformation Determine the maximum Determine the safe diameter equal Euler's equation Example exceed factor of safety Find the maximum free end free-body diagram ft long horizontal illustrated in Fig inertia internal reactions lb Fig lb ft lb in./rad lb per ft lb/ft length maximum bending stress maximum shearing stress maximum stress maximum tensile maximum value midspan modulus of elasticity Mohr's circle moment-area method neutral axis normal stress plate Poisson's ratio Prob radius rivets safe load Shear diagram shown in Fig simply supported slenderness ratio Solution spring constant steel shaft strain gages strength superposition temperature tensile stress thickness torque torsion vertical wide-flanged x-axis zero