B Latb- a3D9 m, b = 27 m F = 50KN, UDL= 4kN/m For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) The Reaction at A is: KN. The Reaction at B is: KN. Shear force at the point-B:
B Latb- a3D9 m, b = 27 m F = 50KN, UDL= 4kN/m For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) The Reaction at A is: KN. The Reaction at B is: KN. Shear force at the point-B:
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 2P
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Transcribed Image Text:UDL
B
b
F
a=9 m, b = 27 m
F = 50KN, UDL= 4kN/m
For the beam with loads as shown, draw the shear force diagram and the bending moment diagram.
(Sagging: +, Hogging: -)
The Reaction at A is:
KN.
The Reaction at B is:
KN.
Shear force at the point-B:
The shear force just to the left is:
KN.
KN.
The shear force just at Bis:
Transcribed Image Text:Shear force at the point-B:
The shear force just to the left is:
KN.
The shear force just at Bis:
KN.
Shear force at the point-C:
The shear force just to the left is:
KN.
Bending moment
Bending moment at the point-B:
The bending moment just to the left is:
KN-m.
Bending moment at the point-C:
The bending moment just to the left is:
KN-m.
Maximum Bending moment is:
KN-m.
Maximum Bending moment at:
m.
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