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For the beam width b determined in part (b), determine the maximum dead load PD that can be carried by the beam. (Ans: PD = 34.7 kips)

For the beam width b determined in part (b), determine the maximum dead load PD that can be carried by the beam. (Ans: PD = 34.7 kips)

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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width b = 5 in

The simply supported beam shown below carries its own weight, a uniformly distributed live load of 300 lbs/ft, and a concentrated dead load PD at midspan. The cross-section of the beam is U- shaped. It has two rows of reinforcing bars at the bottom. The bottom row has five #6 bars and the top row has three #6 bars. Let f =4,000 psi and f, = 60 ksi. The cross-sectional area of a #6 bar is 0.44 in.². WL = 300 lbs/ft 10 ft. PD ★ 10 ft. 17 in. 3 in. 8 #6 bars to | b - 6 in. 10t b + 14 in. 9 in. For the beam width b determined in part (b), determine the maximum dead load PD that can be carried by the beam. (Ans: PD = 34.7 kips)
Transcribed Image Text:The simply supported beam shown below carries its own weight, a uniformly distributed live load of 300 lbs/ft, and a concentrated dead load PD at midspan. The cross-section of the beam is U- shaped. It has two rows of reinforcing bars at the bottom. The bottom row has five #6 bars and the top row has three #6 bars. Let f =4,000 psi and f, = 60 ksi. The cross-sectional area of a #6 bar is 0.44 in.². WL = 300 lbs/ft 10 ft. PD ★ 10 ft. 17 in. 3 in. 8 #6 bars to | b - 6 in. 10t b + 14 in. 9 in. For the beam width b determined in part (b), determine the maximum dead load PD that can be carried by the beam. (Ans: PD = 34.7 kips)
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