UDL B C Fato F

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Time left C
UDL
B
F
a=6 m, b = 12 m
F = 10 KN, 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.
9:0-
ENG 3 G )
N
a
hp
Transcribed Image Text:Time left C UDL B F a=6 m, b = 12 m F = 10 KN, 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. 9:0- ENG 3 G ) N a hp
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