solve the problem B. 5.87 MPaD. 1.08 MPaSituation 9- Refer to Figure CO23.52. The columns loads of the combined footingP1 = 1200 kN and P2 = 800 kN. Distancesb 6 m and c = 3 m.26. Determine the value of distance "a" such that the pressure at the base of thefooting will be uniform.А. 3.6 mВ. 3.2 mare%3D%3DС. 3 mD. 4.2 m27. If P1 = P2 = 1200 kN and a = 3 m, what is the maximum shear in the footing?%3Da%3DA. 10000 kNB. 4000 kNC. 8000 kND. 6000 kN28. If P1 P2 = 1200 kN and a 3 m, find the lecation of the point of inflection from%3Dthe left end of the footing.А. 6 mВ. 3 mC. 4.5 mD. 9 mb.a.PFigure C023.52

Situation 9- Refer to Figure CO23.52. The columns loads of the combined footinga P1 = 1200 kN and P2 = 800 kN. Distances b 6 m and c= 3 m. 26. Determine the value of distance "a" such that the pressure at the base of the footing will be uniform. А. 3.6 m В. 3.2 m %3D %3D С. 3 m D. 4.2 m 27. If P1 = P2 1200 kN and a = 3 m, what is the maximum shear in the footing? A. 10000 kN B. 4000 kN C. 8000 kN D. 6000 kN 28. If P1 Pz 1200 kN and a 3 m, find the lecation of the point of inflection from the left end of the footing. А. 6 m В. 3 m C. 4.5 m D. 9 m a P, Figure C023.52

Situation 9- Refer to Figure CO23.52. The columns loads of the combined footinga P1 = 1200 kN and P2 = 800 kN. Distances b 6 m and c= 3 m. 26. Determine the value of distance "a" such that the pressure at the base of the footing will be uniform. А. 3.6 m В. 3.2 m %3D %3D С. 3 m D. 4.2 m 27. If P1 = P2 1200 kN and a = 3 m, what is the maximum shear in the footing? A. 10000 kN B. 4000 kN C. 8000 kN D. 6000 kN 28. If P1 Pz 1200 kN and a 3 m, find the lecation of the point of inflection from the left end of the footing. А. 6 m В. 3 m C. 4.5 m D. 9 m a P, Figure C023.52

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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