Mechanics of Solids

a₁ acting allowable angle applied Assume axes axial force axis beam bending C₁ calculated called cause centroid Chapter circle column components compression computed concentrated concrete Consider constant coordinate cross section curve cylinder deflection deformation Derive Determine diagram diameter direction distance distributed elastic element equal equations equilibrium Example expressed flange follows formula given gives horizontal inertia integration internal joint length limit load magnitude material maximum maximum shear MN/m² modulus moments neutral axis normal occurs plane plate positive pressure principal Problem radius reactions relations resultant shaft shear force shear stress Show shown in Fig solution statically steel strain strength structure subjected Table taken tensile tension theory thickness torque twist unit unknown vector vertical weld yield zero