Question: A W 1 6 x 4 0 A 9 9 2 Gr . 5 0 section is coped at both flanges as shown in the

A W16x40 A992 Gr.50 section is coped at both flanges as shown in the figure. Determine the maximum reaction Ru that beam can support at the end of the cope.
Ru
Answer: Based on flexure =123.5 kip. Based on shear =98.8 kip. Thus the maximum reaction that the coped end can support is 98.8kip.
Please provide solution.
A W 1 6 x 4 0 A 9 9 2 Gr . 5 0 section is coped

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