Question: 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
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
Step by Step Solution
3.27 Rating (147 Votes )
There are 3 Steps involved in it
1 Calculate the total uniform load W Wd Wl 0024 kipft 0020 kipft 0044 kipft 2 Ca... View full answer
Get step-by-step solutions from verified subject matter experts
