A beam of length 6m is supported at its ends and carries UDL 0f intensity 28as shown in fig. Calculate the deflection of the beam at a distance of 3m from left end. Also calculate the position of maximum deflection as well as value of maximum deflection. Take E = 2x105N/mm2 and I = 4x108mm4.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A beam of length 6m is supported at its ends and carries UDL 0f intensity 28as shown in fig. Calculate the deflection of the beam at a distance of 3m from left end. Also calculate the position of maximum deflection as well as value of maximum deflection. Take E = 2x105N/mm2 and I = 4x108mm4.
28 kN/m
A
B
k-1
4m
3m
6 m
Re
Transcribed Image Text:28 kN/m A B k-1 4m 3m 6 m Re
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