Q3 A beam of length 6m is supported at its ends and carries UDL 0f intensity (25+40 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 50 mmBA beam of length 6m is supported at its ends and carries UDL Of intensity (25-N/m) as shown in fig. Calculate the deflection of the beam at a distance of 3mAlso calculate the position of maximum deflection as well as value of maximum deE = 2x10'N/mm and I- 4x10'mm".25+Your Roll No. kN/mB.4m3m6 mDCOG Eror20omA924

Answered: Q3 A beam of length 6m is supported at…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q3 A beam of length 6m is supported at its ends and carries UDL 0f intensity (25+40 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

50 mm
BA beam of length 6m is supported at its ends and carries UDL Of intensity (25-
N/m) as shown in fig. Calculate the deflection of the beam at a distance of 3m
Also calculate the position of maximum deflection as well as value of maximum de
E = 2x10'N/mm and I- 4x10'mm".
25+Your Roll No. kN/m
B.
4m
3m
6 m
DCOG Eror
20om
A924

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