Can you help me Time left CUDLBFa=6 m, b = 12 mF = 10 KN, UDL= 4kN/mFor 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 )Nahp

support reaction: ∑MB=0RA×6+4×12×6-10×12=0RA=-28 KN∑FY=0RA+RB-4×12+10=0-28+RB-4×12+10=0RB=66 KN

Answered: UDL B C Fato F

Engineering

Civil Engineering

UDL B C Fato F

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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Question

Can you help me

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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