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2-17. Design a rectangular reinforced concrete beam (ten- sion steel only) for a simple span of 32 ft. Uniform service loads are 0.85 kip/ft dead load and 1.0 kip/ft live load. The beam is to be 11 in. wide and 26 in. deep overall (form reuse consideration). Use f=4000 psi and f, 60,000 psi. Calculate &M,, for the beam designed.

2-17. Design a rectangular reinforced concrete beam (ten- sion steel only) for a simple span of 32 ft. Uniform service loads are 0.85 kip/ft dead load and 1.0 kip/ft live load. The beam is to be 11 in. wide and 26 in. deep overall (form reuse consideration). Use f=4000 psi and f, 60,000 psi. Calculate &M,, for the beam designed.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2-17. Design a rectangular reinforced concrete beam (ten- sion steel only) for a simple span of 32 ft. Uniform service loads are 0.85 kip/ft dead load and 1.0 kip/ft live load. The beam is to be 11 in. wide and 26 in. deep overall (form reuse consideration). Use f=4000 psi and f, 60,000 psi. Calculate &M,, for the beam designed.
Transcribed Image Text:2-17. Design a rectangular reinforced concrete beam (ten- sion steel only) for a simple span of 32 ft. Uniform service loads are 0.85 kip/ft dead load and 1.0 kip/ft live load. The beam is to be 11 in. wide and 26 in. deep overall (form reuse consideration). Use f=4000 psi and f, 60,000 psi. Calculate &M,, for the beam designed.
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