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Steel And Timbed Design ( BEAMS BENDING IN BOTH AXIS )
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A beam having a cross section shown is subjected to a vertical concentrated load of 8 kN at its midspan. It has a simple span of 5 m. Ix = 33.63x106mmª 25.4 mm ly 16.10x106mmª 1. Compute the product of inertia with respect to x and y axis. 2. Compute the stress at point A. 3. Compute the stress at point B. 203 mm 67.3 TcG 41.9 152 mm 25.4 mm B