A beam 3 m long is simply supported at its ends. The beam is loaded with a downwardvertical load of 200 N at a point 2 m from the left support.Calculate the maximum deflection assuming E = 50 GPa and I = 1x10^6 mm^4.%3DO 1.5 mmO2.4 mmO 3.5 mmO 2.9 mm.Calculate the rotation of the beam at the right support.O0.00444 radO 0.00111 radO 0.00333 rad

Using the formula of maximum deflection y(max) = Pb(L^2-b^2)^1.5/(9*√3*E*I*L) y(max) =…

Answered: a point 2 hm from ti VIod e e maximum…

Engineering

Civil Engineering

a point 2 hm from ti VIod e e maximum deflection assumir

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

A beam 3 m long is simply supported at its ends. The beam is loaded with a downward
vertical load of 200 N at a point 2 m from the left support.
Calculate the maximum deflection assuming E = 50 GPa and I = 1x10^6 mm^4.
%3D
O 1.5 mm
O2.4 mm
O 3.5 mm
O 2.9 mm.
Calculate the rotation of the beam at the right support.
O0.00444 rad
O 0.00111 rad
O 0.00333 rad

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