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the beam is loaded uniformly from the floor with a live load of 80 pounds per square foot (psf) and a dead load in addition to the beam self-weight of 60 psf. the beam will have full lateral support provided by the floor deck, and a compact section will be selected. Use A992 steel. Design a W-shape floor beam for the intermediate beam marked A on the floor plan shown below.

a) Use LRFD.

b) Use ASD.

Is loaded uniformly from the floor with a live load of 80 pounds per square foot (psf) and a dead on to the beam self-weight

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The given porobleuro @ Delermine the required load and memement Slab at a 26 KN² x 150 = 3.60 km2 Tomsone? hare thickness of

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