Determine the moment reaction at the fixed support A. The forces P = 218 N, F =436 N, and Q = 218 N are parallel to the y, x and z axisrespectively. The moment MCB = 436 N.m is around the line CB.PB2 m1 m2.5 mMcB2 mDFO A. MA = -872.0k N.mO B. MA = 218i + -654.0j + -327.0k N.mO C. MA = -436.0j N.mO D. MA = -654.0j + -545.0k N.mO E. MA = 545.0i + -545.0j + -545.0k N.m The moments of inertia about the x- and u-axes of the plane region are Ix = 2834 in lu = 5668 in respectively. If d =3 in andh =4.5 in,determine the area of the region.Arca = AO A. A = 314.9 in2O B. A = 179.9 in2O C. A = 209.9 in2O D. A = 629.8 in2O E. A = 60.0 in2

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Answered: Determine the moment reaction at the…

Determine the moment reaction at the fixed support A. The forces P = 218 N, F =436 N, and Q = 218 N are parallel to the y,x and z axis respectively. The moment MCB = 436 N.m is around the line CB.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Types of loading

In mechanical terminology, the term load indicates that external force/weight, either constant or variable, acts on a mechanical member/structure. The weight of an object of a specific material is also an external load, and the external force that works on a structure comes under the categories of loading. The external load generates its effects as stress and strain in the structure.

Question

Determine the moment reaction at the fixed support A. The forces P = 218 N, F =436 N, and Q = 218 N are parallel to the y, x and z axis
respectively. The moment MCB = 436 N.m is around the line CB.
P
B
2 m
1 m
2.5 m
McB
2 m
D
F
O A. MA = -872.0k N.m
O B. MA = 218i + -654.0j + -327.0k N.m
O C. MA = -436.0j N.m
O D. MA = -654.0j + -545.0k N.m
O E. MA = 545.0i + -545.0j + -545.0k N.m

The moments of inertia about the x- and u-axes of the plane region are Ix = 2834 in lu = 5668 in respectively. If d =3 in andh =4.5 in,
determine the area of the region.
Arca = A
O A. A = 314.9 in2
O B. A = 179.9 in2
O C. A = 209.9 in2
O D. A = 629.8 in2
O E. A = 60.0 in2

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