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


For the two-story, three-bay stark execute shown in Figure P5–41, detail (1) the nodal displacements and (2) the part end abrade forces and compliant moments. (3) Draw the abrade power and compliant moment diagrams for each part. 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 tally to a W 610  155 and a W 410  114 wide-flange minority, respectively, in metric units.