beam of length 6m is supported at its ends and carries UDL 0f intensity (25+33 kN/m) as 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

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Chapter2: Loads On Structures
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beam of length 6m is supported at its ends and carries UDL 0f intensity (25+33
kN/m) as 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

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