For the rigid frame shown in Figure P5–42, determine (1) the nodal displacements and rotations and..


For the unpliant effect shown in Figure P5–42, determine (1) the nodal displacements and rotations and (2) the part abrade forces and bending moments. Let E = 200 GPa, I = 0:795  10-4 m4 for the lifeless parts, and I = 0:316  10-4 m4 for the perpendicular parts. These I values fit to a W 460  158 and a W 410  85 wide-flange individuality, respectively.