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WT12153 -0.5 WT12153 15 Q4 / Determine the design strength of two WT-shapes (WT12153) connected by plates with 1 in. diameter bolts. The LRFD

WT12153 -0.5 WT12153 15 Q4 / Determine the design strength of two WT-shapes (WT12153) connected by plates with 1 in. diameter bolts. The LRFD design strength of a single bolt in a web is 60 kips. Use ASTM A36 steel. 3" 3" 3" 3"2"2"+33" 3"3"3"3". Side View Double Plate -WT12153- = E (30 marks) Top View

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