Question: Design the gabled frame shown for a balanced snow load shown in Figure P5-69 (typical of the Midwest) for an apartment building. Select a wide

Design the gabled frame shown for a balanced snow load shown in Figure P5-69 (typical of the Midwest) for an apartment building. Select a wide flange section for the frame. Assume the allowable bending stress not to exceed 140 MPa. Use ASTM A36 steel.

1500 Pa 3 m (4 m spacing of frames) 4 m 6 m

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