For the two-story, three-bay rigid frame shown in Figure P5–41, determine (1) the noda...

For the two-story, three-bay rigid frame shown in Figure P5–41, determine (1) the nodal displacements and (2) the member end shear forces and bending moments. (3) Draw the shear force and bending moment diagrams for each member. Let E = 200 GPa; I = 1:29 × 10^–4 m⁴ for the beams and I = 0:462 × 10^–4 m⁴ for the columns. The properties for I correspond to a W 610 × 155 and a W 410 × 114 wide-flange section, respectively, in metric units.