Select an ASTM A992 W-shape beam with a simple span of 20 ft. Limit the live...

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Select an ASTM A992 W-shape beam with a simple span of 20 ft. Limit the live load deflection to L/360. The nominal loads are a uniform dead load of 0.024 kip/ft and a uniform live load of 0.020 kip/ ft. Assume the beam is continuously braced. Wp = 0.024 kip/ft WL = 0.020 kip/ft 20 ft Select an ASTM A992 W-shape beam with a simple span of 20 ft. Limit the live load deflection to L/360. The nominal loads are a uniform dead load of 0.024 kip/ft and a uniform live load of 0.020 kip/ ft. Assume the beam is continuously braced. Wp = 0.024 kip/ft WL = 0.020 kip/ft 20 ft

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1 Calculate the total uniform load W Wd Wl 0024 kipft 0020 kipft 0044 kipft 2 Ca... View the full answer