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(Solved): .6-2 A W16 \( \times 45 \) beam is connected to a W10 \( \times 45 \) column as shown in Figure P8 ...



.6-2 A W16 \( \times 45 \) beam is connected to a W10 \( \times 45 \) column as shown in Figure P8.6-2. The structural shapes

.6-2 A W16 \( \times 45 \) beam is connected to a W10 \( \times 45 \) column as shown in Figure P8.6-2. The structural shapes are A992, and the plates are A36 steel. Twenty \( 7 / 8 \)-inch, A325-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. r Group A bolts Detail of flange plate Detail of shear plate FIGURE P8.6-2


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A W18 ×50 beam is connected to a W14 ×99 column. To transfer moment, plates are b
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