UDL B C Fato F
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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