A 6 kN RA 4 KN 1 kN/m A D CV A 1 kN/m + 1m 2m 2m 1m Note: The uniformly distributed load is extended from D to F and an upward uniformly distributed load of the same intensity applied over DF so that the overall loading is unchanged. RF

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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a)Calculate the support reaction at A in kN (1.d.p)

b)Determine the position of the maximum deflection of the simply supported beam in m in terms of its flexural rigidity EI.

Enter the position with refernce to the left-hand support. (1.d.p)

Hint: The maximum deflection lies between B and C

Note: Remember EIv"=M(x)

c)

Determine the maximum deflection of the simply supported beam in terms of its flexural rigidity EI.

Hint: The maximum deflection lies between B and C

Note: Remember EIv"=M(x)

vmax= ?/EI(1.d.p)

 
 
A
6 kN
B
RA
1 kN/m
D
T
1
1 kN/m
+
+
1m
2m
2m
1m
Note: The uniformly distributed load is extended from D to F and an upward uniformly distributed
load of the same intensity applied over DF so that the overall loading is unchanged.
4 kN
X
CV
I
F
RF
Transcribed Image Text:A 6 kN B RA 1 kN/m D T 1 1 kN/m + + 1m 2m 2m 1m Note: The uniformly distributed load is extended from D to F and an upward uniformly distributed load of the same intensity applied over DF so that the overall loading is unchanged. 4 kN X CV I F RF
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Did the beam experience a downwards deflection or an upwards deflection?
Downwards
O Upwards
Transcribed Image Text:Did the beam experience a downwards deflection or an upwards deflection? Downwards O Upwards
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