6.10 A beam AB is simply supported at A and B over a span of 3 m. It carries loads of 50 kN and 40 kN at 0.6 m and 2 m respectively from A, together with a uniformly distributed load of 60 kN/m between the 50 kN and 40 kN concentrated loads. If the cross-section of the beam is such that I = 60 × 10-6 m² determine the value of the deflection of the beam under the 50 kN load. E = 210 GN/m². Sketch the S.F. and B.M. diagrams for the beam. [3.7 mm]

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
6.10 A beam AB is simply supported at A and B over a span of 3 m. It carries loads of
50 kN and 40 kN at 0.6 m and 2 m respectively from A, together with a uniformly
distributed load of 60 kN/m between the 50 kN and 40 kN concentrated loads. If the
cross-section of the beam is such that I = 60 × 10-6 m² determine the value of the
deflection of the beam under the 50 kN load. E = 210 GN/m². Sketch the S.F. and B.M.
diagrams for the beam.
[3.7 mm]
Transcribed Image Text:6.10 A beam AB is simply supported at A and B over a span of 3 m. It carries loads of 50 kN and 40 kN at 0.6 m and 2 m respectively from A, together with a uniformly distributed load of 60 kN/m between the 50 kN and 40 kN concentrated loads. If the cross-section of the beam is such that I = 60 × 10-6 m² determine the value of the deflection of the beam under the 50 kN load. E = 210 GN/m². Sketch the S.F. and B.M. diagrams for the beam. [3.7 mm]
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