M a C a = 1.65m, b 3.2m, e 2.4m %3D F=210KN, M = 300KN - m(CCW), w 5.9KN/m %3D For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) Olncluded in manual solution ONot made At the point-C:
M a C a = 1.65m, b 3.2m, e 2.4m %3D F=210KN, M = 300KN - m(CCW), w 5.9KN/m %3D For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) Olncluded in manual solution ONot made At the point-C:
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter2: Concepts In Structural Steel Design
Section: Chapter Questions
Problem 2.3P: A beam is part of the framing system for the floor of an office building. The floor is subjected to...
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![F
M
D.
b.
a
1.65m, b = 3.2m, c= 2.4m
%3D
F=210KN, M = 300KN - m(CCW), w 5.9KN/m
%3D
%3D
For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -)
Olncluded in manual solution
ONot made
At the point-C:
The shear force just to the left is:
KN.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58c9bc68-0c1e-4565-87f1-69e900edbc74%2F10a6b1fc-6187-4d17-852e-19e364cf8751%2Fiflwqxj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:F
M
D.
b.
a
1.65m, b = 3.2m, c= 2.4m
%3D
F=210KN, M = 300KN - m(CCW), w 5.9KN/m
%3D
%3D
For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -)
Olncluded in manual solution
ONot made
At the point-C:
The shear force just to the left is:
KN.
![a= 1.65m, b 3.2m, c 2.4m
%3D
F=210KN, M = 300KN - m(CCW), w 5.9KN/m
%3D
For the beam with loads as shown, draw the shear force diagram and the bending moment diagram.
Olncluded in manual solution
ONot made
At the point-C:
The shear force just to the left is:
KN.
The shear force just to the right is
KN.
At the point-D:
KN-m.
The bending moment just to the left is
KN-m.
The bending moment just to the right is:
(All numerical answers should follow the sign convention of Sagging + Hogging:-)
(Answer upto three decimal places)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58c9bc68-0c1e-4565-87f1-69e900edbc74%2F10a6b1fc-6187-4d17-852e-19e364cf8751%2Fs0s39dk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:a= 1.65m, b 3.2m, c 2.4m
%3D
F=210KN, M = 300KN - m(CCW), w 5.9KN/m
%3D
For the beam with loads as shown, draw the shear force diagram and the bending moment diagram.
Olncluded in manual solution
ONot made
At the point-C:
The shear force just to the left is:
KN.
The shear force just to the right is
KN.
At the point-D:
KN-m.
The bending moment just to the left is
KN-m.
The bending moment just to the right is:
(All numerical answers should follow the sign convention of Sagging + Hogging:-)
(Answer upto three decimal places)
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