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C. A normal weight reinforced concrete square footing (6ft x 6ft) has a total depth of 20 in. It carries a square column (20 in. x 20 in.). If P, = 144 kips determine the dowels needed to transfer the load between the column and the footing. Assume d = 16 in., f'c = 3,500 psi and fy = 60,000 psi. D. For the concrete footing and concrete column in part A, determine the tension steel to carry the calculated moment. Assume the footing to be square, d = 20 in., f'c = 3,000 psi and fy = 60,000 psi.

C. A normal weight reinforced concrete square footing (6ft x 6ft) has a total depth of 20 in. It carries a square column (20 in. x 20 in.). If P, = 144 kips determine the dowels needed to transfer the load between the column and the footing. Assume d = 16 in., f'c = 3,500 psi and fy = 60,000 psi. D. For the concrete footing and concrete column in part A, determine the tension steel to carry the calculated moment. Assume the footing to be square, d = 20 in., f'c = 3,000 psi and fy = 60,000 psi.

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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Problem 1. A. For the three cases shown determine the factored moment, Mu, at the critical section. The qu,net value is 4.98 ksf. In all cases the footings have a width of 6 feet and a total depth of 2 feet. 18 in. x 18 in. concrete - 7.625 in. masonry wall 6 in. x 6 in. column Steel column 12in. x 12 in. Base plate B. A normal weight reinforced concrete square footing (8ft x 8ft) has a total depth of 22 in. It carries a square column (20 in. x 20 in.). If qu,net value is 5.24 ksf determine if the footing can carry the shear (Two-way and one-way) without shear reinforcement. Assume d = 18 in., f'c = 3,000 psi and fy = 60,000 psi. C. A normal weight reinforced concrete square footing (6ft x 6ft) has a total depth of 20 in. It carries a square column (20 in. x 20 in.). If Pų = 144 kips determine the dowels needed to transfer the load between the column and the footing. Assume d = 16 in., f'c = 3,500 psi and fy = 60,000 psi. D. For the concrete footing and concrete column in part A, determine the tension steel to carry the calculated moment. Assume the footing to be square, d = 20 in., f'c = 3,000 psi and fy = 60,000 psi.
Transcribed Image Text:Problem 1. A. For the three cases shown determine the factored moment, Mu, at the critical section. The qu,net value is 4.98 ksf. In all cases the footings have a width of 6 feet and a total depth of 2 feet. 18 in. x 18 in. concrete - 7.625 in. masonry wall 6 in. x 6 in. column Steel column 12in. x 12 in. Base plate B. A normal weight reinforced concrete square footing (8ft x 8ft) has a total depth of 22 in. It carries a square column (20 in. x 20 in.). If qu,net value is 5.24 ksf determine if the footing can carry the shear (Two-way and one-way) without shear reinforcement. Assume d = 18 in., f'c = 3,000 psi and fy = 60,000 psi. C. A normal weight reinforced concrete square footing (6ft x 6ft) has a total depth of 20 in. It carries a square column (20 in. x 20 in.). If Pų = 144 kips determine the dowels needed to transfer the load between the column and the footing. Assume d = 16 in., f'c = 3,500 psi and fy = 60,000 psi. D. For the concrete footing and concrete column in part A, determine the tension steel to carry the calculated moment. Assume the footing to be square, d = 20 in., f'c = 3,000 psi and fy = 60,000 psi.
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