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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
A W16 × 45 beam is connected to a W10 × 45 column as shown in Figure P8.6-2. The structural shapes are A992, and the plates are A36 steel. Twenty 7⁄8-inch, Group A, Type N, bearing-type bolts are used: eight at each flange, and four in the web. The electrodes are E70. Use LRFD.
a. Determine the available shear strength of the connection.
b. Determine the available flexural strength.

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