Find the maximum tensile and compressive stresses

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Reference no: EM131382225

A horizontal flexural member (a girt) in the wall of a prefabricated metal building is composed of a C130×13 channel. The girt is to span 4 m between simple supports and is subjected to fullspan uniformly distributed line loads as shown.

The girt is oriented with the Y-Y (weak) axis in the horizontal plane. The gravity load is 400 N/m and includes the weight of the girt. The wind load is 600 N/m. Find the maximum tensile and compressive stresses.

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Reference no: EM131382225

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