Determine the unfactored self-weight (w) in kips/LF of a typical beam and floor slab system given the following diagram of the floor system. The reinforced concrete is normal weight and f’c = 4000 psi. The slab is 5-inch thick. The beams are spaced at 10-ft on center, are 8-inch wide and project 19-inches below the bottom of the slab.
Determine the unfactored self-weight (w) in kips/LF of a typical beam and floor slab system given the following diagram of the floor system. The reinforced concrete is normal weight and f’c = 4000 psi. The slab is 5-inch thick. The beams are spaced at 10-ft on center, are 8-inch wide and project 19-inches below the bottom of the slab.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the unfactored self-weight (w) in kips/LF of a typical beam and floor slab system given the following diagram of the floor system. The reinforced concrete is normal weight and f’c = 4000
psi. The slab is 5-inch thick. The beams are spaced at 10-ft on center, are 8-inch wide and project 19-inches below the bottom of the slab.

Transcribed Image Text:5"slab
1o'
over all dep he =24"
(tyP)
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