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 L/2P = P, + P,P,b.24P.

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Situation 9 - Refer to Figure CO23.52. The columns loads of the combined footing are 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. A. 3.6 m C. 3 m B. 3.2 m D.) 4.2 m IED

Situation 9 - Refer to Figure CO23.52. The columns loads of the combined footing are 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. A. 3.6 m C. 3 m B. 3.2 m D.) 4.2 m IED

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Question

B. 5.87 MPa
D. 1.08 MPa
Situation 9- Refer to Figure CO23.52. The columns loads of the combined footing
P1 = 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 the
footing will be uniform.
А. 3.6 m
В. 3.2 m
are
%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?
%3D
a%3D
A. 10000 kN
B. 4000 kN
C. 8000 kN
D. 6000 kN
28. If P1 P2 = 1200 kN and a 3 m, find the lecation of the point of inflection from
%3D
the left end of the footing.
А. 6 m
В. 3 m
C. 4.5 m
D. 9 m
b.
a.
P
Figure C023.52

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