For the two-story, two-bay rigid frame shown in Figure P5–40, determine (1) the nodal displacement..


For the two-story, two-bay austere form shown in Figure P5–40, determine (1) the nodal demolition components and (2) the abrade vigor and bending moments in each constituent. Let E = 200 GPa;I = 2  10-4 m4 for each tame constituent and I = 1:5 104 m4 for each upright constituent.