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A solid cylindrical shaft with a diameter of 9 0 mm is subjected to a bending moment of 1 0 0 0 Nm and a

A solid cylindrical shaft with a diameter of 90 mm is subjected to a bending moment of 1000 Nm and a torque of 800 Nm. Calculate the principal stresses, maximum shear stress, and von Mises stress at a point on the surface of the shaft. A thin-walled cylindrical pressure vessel with an outer radius of 0.6 meters and a wall thickness of 25 mm is subjected to an internal pressure of 7 MPa. Determine the hoop stress and longitudinal stress in the wall of the vessel. A simply supported beam with a span of 5.5 meters is subjected to a uniformly distributed load of 3 kN/m. Compute the maximum bending moment, shear force, and deflection at the midpoint of the beam if the beam has a rectangular cross-section of 200 mm by 400 mm. A steel rod of 35 mm diameter and 3 meters length is subjected to an axial tensile load of 60 kN. Calculate the elongation of the rod, given that the modulus of elasticity of steel is 210 GPa. A cantilever beam of length 1.8 meters is subjected to a point load of 12 kN at its free end. Determine the slope and deflection at the free end of the beam. A circular plate with a radius of 0.4 meters is rotating at 2000 rpm. Calculate the centrifugal force acting on a mass of 0.3 kg located at the edge of the plate. A rectangular plate with a width of 350 mm and a length of 700 mm is subjected to an axial tensile load of 120 kN. Determine the stress and strain in the plate if the thickness is 20 mm. A cylindrical shaft with a diameter of 75 mm is subjected to a torque of 2000 Nm. Calculate the shear stress and the angle of twist per meter length of the shaft. A helical spring made of steel wire with a diameter of 9 mm and a mean coil diameter of 90 mm has 25 active coils. Compute the stiffness of the spring and the maximum shear stress in the wire when a load of 350 N is applied. A simply supported beam with a span of 6 meters is subjected to a point load of 18 kN at the midpoint. Calculate the maximum bending moment, shear force, and deflection at the midpoint of the beam. A steel column with a length of 6 meters is pinned at both ends and subjected to a compressive load. Determine the critical load and the factor of safety against buckling if the column has a rectangular cross-section of 160 mm by 80 mm and the modulus of elasticity of steel is 210 GPa.
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