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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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)
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