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Poblems 1 to 3 use the cross section of...
Poblems 1 to 3 use the cross section of a beam is shown below. Assume the bolts are replaced with 0.5 in. 3 in. 0.5 in. Item Top Ay Ixx 27.13 TopWebl 1.50 7.00 | 10.50 | 1.12500 | 2.50-938-1-10.50 18.00 10.50 27.13 1.50 8.75 13.13 0.03125 4.2527.09 Side Plates 27.00 18.00000 0.000.00 3.00 0.38 0.03125 4.25 27.09 6.00 4.50 Bot Web 1.50 2.00 3 1.50 025 1.125002.50 9.38 Bot Flan Sum12.00 54.00 4.50 Ix-x93.25 1. For the composite beam shown determine the maximum shear stress (m given a positive shear force of 50 kips. a-1.50 (4.25) (1.5o)(2.So)+(2)retar