Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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)
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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Transcribed Image Text:Did the beam experience a downwards deflection or an upwards deflection?
Downwards
O Upwards
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Transcribed Image Text:Did the beam experience a downwards deflection or an upwards deflection?
Downwards
O Upwards
Solution
by Bartleby Expert
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- Determine the slope and deflection at point B of the steel beam shown. The reactions have been computed. E = 29(103) ksi, I = 800 in4.arrow_forwardDetermine the value of the maximum deflection and rotation at both ends for the beam loading shown. Assume EI to be constant all throughout the span. Explain the process. 100 N ) = 78 N/m В A 000 -3 m 2 m 1 marrow_forwardplease find out b and carrow_forward
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