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 Atilde 10 4 m4 for the beams and I 0 462 Atilde 10 4 m4 for the columns The properties for I correspond to a W 610 Atilde 155 and a W 410 Atilde 114 wide flange section, respectively, in metric units 25 kN 4 m 50 kN 6 m A 6 m 8 m 8 m

Question: 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.

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 Ã— 10-4 m4 for the beams and I = 0.462 Ã— 10-4 m4 for the columns. The properties for I correspond to a W 610 Ã— 155 and a W 410 Ã— 114 wide-flange section, respectively, in metric units.

25 kN 4 m 50 kN 6 m A -6 m - 8 m 8 m

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