Determine the diagrams for moment and shear for the following pinned at two ends beam for a triangular load. Total length 12m. EI constant. Units KN,m.

Determine the minimum diameter of the rod. The axial tensile force is P=10KN. The allowable stresses in tension and shear is 100MPa and 40MPa.

Determine the diagrams for moment and shear for the following pinned at two ends beam. Total length 9m. EI constant. Units KN,m.

Calculate the equation of the elastic curve .Determine the pinned beam’s maximum deflection. EI constant.

Calculate the member diagrams for the point load P for the pinned beam at two ends.

Calculate the member diagrams for the uniform loading q for the pinned beam at two ends.