Design the gabled frame shown for a balanced snow load shown in Figure P5-69 (typical of the
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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.
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Related Book For 
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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