Mechanics of Materials

2-in.-diameter aluminum angle of twist applied 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 eccentricity elastic curve equal Euler's equation Example factor of safety Find the maximum free end free-body diagram ft long ft³ horizontal illustrated in Fig in.³ inertia internal reactions k₁ lb Fig lb ft lb in./rad lb per ft lb/ft length maximum shearing stress MICHIGAN midspan modulus of elasticity Mohr's circle moment of inertia moment-area method neutral axis normal stress P₁ permissible plate Poisson's ratio Prob radius rivets safe load Shear diagram shearing stress shown in Fig simply supported slenderness ratio Smax Solution steel shaft strain gages strength temperature tensile stress thick Tmax torque torsion vertical x-axis zero ΕΙ