2 days ago · Assume a shear lag factor of U = 0.85. The trusses are spaced at 25 feet. Use A572 Grade 50 steel and design for the following loads. Metal deck:4 psf of roof surface Build-up roof:12 psf of roof surface Purlins:6 psf of roof surface (estimated) Snow:18 psf of horizontal projection Truss weight:5 psf of horizontal projection (estimated) a.
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Question 4.Use The Beam Selection Table In The Ste The steel grade is A572 Gr. 50. Assume simple connections for the beam and assume that the beam is laterally supported. Specified dead (DL) and live loads (LL) on the floor are 3.19 kPa and 2.4 kPa. For strength calculations, use 1.25 DL+1.5 LL 7.5m 7.5m OWSJ Beam A 7.5m Steel deck 10m 15m.
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