Find the following solution to the given problem Shear and moment at the left of CShear and moment at the right of CShear at EShear and moment at point CShear and moment at point AMaximum moment at span DEDraw the shear and moment diagram of span DEthank you! 3 kN/m 4.5 kN-m 3 kN/mA42 KNb4.5 kN C6 kN090 kN•m42 kN37.5 KN6 kN78 kN-m94.5 kN m(b)12 kN/me30 kNb4.5 kN m94.5 kN m40.6 kN m2.84 m90 kN•m78 kN m b6 kN3 m2 mMa = 78 kN m.С3 mV₁ = 42 kN6 mH₂ = 6 kN12 kN/mV₂ = 30 kN4 m

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Answered: Find the following solution to the…

Find the following solution to the given problem Shear and moment at the left of C Shear and moment at the right of C Shear at E

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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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Find the following solution to the given problem

Shear and moment at the left of C
Shear and moment at the right of C
Shear at E
Shear and moment at point C
Shear and moment at point A
Maximum moment at span DE
Draw the shear and moment diagram of span DE

thank you!

3 kN/m 4.5 kN-m 3 kN/m
A
42 KN
b
4.5 kN C
6 kN
0
90 kN•m
42 kN
37.5 KN
6 kN
78 kN-m
94.5 kN m
(b)
12 kN/m
e
30 kN
b
4.5 kN m
94.5 kN m
40.6 kN m
2.84 m
90 kN•m
78 kN m

b
6 kN
3 m
2 m
Ma = 78 kN m.
С
3 m
V₁ = 42 kN
6 m
H₂ = 6 kN
12 kN/m
V₂ = 30 kN
4 m

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