I need help with C and D thank youUse ACI code 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 totaldepth of 2 feet.18 in. x 18 in.concrete- 7.625 in. masonry wall6 in. x 6 in.columnSteelcolumn12in. x 12 in.Base plateB. 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 thefooting 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 neededto transfer the load between the column and the footing. Assume d = 16 in., f'c = 3,500psi and fy = 60,000 psi.D. For the concrete footing and concrete column in part A, determine the tension steel tocarry the calculated moment. Assume the footing to be square, d = 20 in., f'c = 3,000 psiand fy = 60,000 psi.

C. Solution: The critical section is permitted to be at the face of the column Mu=qu(l-c2)2×b2=144…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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