PLEASE SOLVE Q 3 3. Using solution developed above, redo all 9 load distributions, and use those solutions to checkyour work in problem # 1.4. For rigid bodies, structural systems shown in a figure below, determine reaction forces andmoments, from all 9 loads defined above. For the second case, assume that left support is atan angle of 5º from vertical. Other inclined supports are at 45° from vertical. 1. For given distributed loads, see figures below, determine resultant and moments around loadends (points A and B). Assume p = 2kN/m.AAT2pd)AU6m2020m##$3EEi!!THE2pB##2p2pPb)h)4mA ² SZBM12m2prm30BA----BOgAbC)11D10m206m12m13pBB2. Develop analytic resultant and analytic moments around points A and B. for a general quadraticdistributed load shown in figure below:349

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Answered: For given distributed loads, see…

For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m.

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

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

PLEASE SOLVE Q 3

3. Using solution developed above, redo all 9 load distributions, and use those solutions to check
your work in problem # 1.
4. For rigid bodies, structural systems shown in a figure below, determine reaction forces and
moments, from all 9 loads defined above. For the second case, assume that left support is at
an angle of 5º from vertical. Other inclined supports are at 45° from vertical.

1. For given distributed loads, see figures below, determine resultant and moments around load
ends (points A and B). Assume p = 2kN/m.
A
AT
2p
d)
AU
6m
20
20m
##
$3
EE
i
!!
THE
2p
B
##
2p
2p
P
b)
h)
4m
A ² SZ
BM
12m
2p
rm
30
B
A
----B
Og
A
b
C)
11
D
10m
20
6m
12m
1
3p
B
B
2. Develop analytic resultant and analytic moments around points A and B. for a general quadratic
distributed load shown in figure below:
349

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