The roof of a hall has 5 inch thick slab supported on beams having 30 feet span. Beams are spaced 10 feet c/c and have been cast monolithically with slab. Overall depth of the beam being 24 inch and width of beam web being 14 inch. Calculate the steel reinforcement area for the beam for a total factored load of 3000 lb/ft over length of the beam. Use fc’=3000 psi and fy=60000 psi.
The roof of a hall has 5 inch thick slab supported on beams having 30 feet span. Beams are spaced 10 feet c/c and have been cast monolithically with slab. Overall depth of the beam being 24 inch and width of beam web being 14 inch. Calculate the steel reinforcement area for the beam for a total factored load of 3000 lb/ft over length of the beam. Use fc’=3000 psi and fy=60000 psi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The roof of a hall has 5 inch thick slab supported on beams having 30 feet span. Beams are spaced 10
feet c/c and have been cast monolithically with slab. Overall depth of the beam being 24 inch and width
of beam web being 14 inch. Calculate the steel reinforcement area for the beam for a total factored load
of 3000 lb/ft over length of the beam. Use fc’=3000 psi and fy=60000 psi.
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