A simply supported rectangular beam 14 in. wide having an effective depth of 15.5 in. carries a total factored load of 10.38 kips/ft on a 25 ft clear span. It is reinforced with 6.24 in² of tensile steel, which continues uninterrupted into the supports. If f'c= 3000 psi, fyt= 40.000 psithroughout what part of the beam is web reinforcement required?. Using vertical U stirrups with fyt= 40.000 psi, design the web reinforcement for the beam and the stirrup spacing and total spacing for the beam
A simply supported rectangular beam 14 in. wide having an effective depth of 15.5 in. carries a total factored load of 10.38 kips/ft on a 25 ft clear span. It is reinforced with 6.24 in² of tensile steel, which continues uninterrupted into the supports. If f'c= 3000 psi, fyt= 40.000 psithroughout what part of the beam is web reinforcement required?. Using vertical U stirrups with fyt= 40.000 psi, design the web reinforcement for the beam and the stirrup spacing and total spacing for the beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported rectangular beam 14 in. wide having an effective depth of 15.5 in. carries a total factored load of 10.38 kips/ft on a 25 ft clear span. It is reinforced with 6.24 in² of tensile steel, which continues uninterrupted into the supports. If f'c= 3000 psi, fyt= 40.000 psithroughout what part of the beam is web reinforcement required?. Using vertical U stirrups with fyt= 40.000 psi, design the web reinforcement for the beam and the stirrup spacing and total spacing for the beam.
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