*4-64. Draw the shear and moment diagrams for each member of the frame. Assume the joint at A is a pin and C is a roller
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*4-64. Draw the shear and moment diagrams for each member of the frame. Assume the joint at A is a pin and C is a roller
*4-64. Draw the shear and moment diagrams for each member of the frame. Assume the joint at A is a pin and C is a roller. The joint at B is fixed. The wind load is transferred to the members at the girts and purlins from the simply supported wall and roof segments. 4.2 kN/m support 1 m th 30° 1 m 1 B 7 kN/m 2 m 2 m A
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