A simply supported beam, 6m in length, has an initial deflectionof 0.50mm at midspan due to its own weight. The said beam isthen use to carry the loads as shown. If E=24,870MPA and1=5400x10 mm4, determine the following: (Use Area-MomentMethod)1. Weight of the beam in kN/m2. Maximum Deflection8kN5KN10KN/m6m

Given That L= 6m Δmax=0.5mm =0.0005m Let us assume the own weight is "w" kN/m E = 24870MPa I =…

A simply supported beam, 6m in length, has an initial deflection of 0.50mm at midspan due to its own weight. The said beam is then use to carry the loads as shown. If E=24,870MPA and |=5400x106mm“, determine the following: (Use Area-Moment Method) 1. Weight of the beam in kN/m

A simply supported beam, 6m in length, has an initial deflection of 0.50mm at midspan due to its own weight. The said beam is then use to carry the loads as shown. If E=24,870MPA and |=5400x106mm“, determine the following: (Use Area-Moment Method) 1. Weight of the beam in kN/m

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 and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

A simply supported beam, 6m in length, has an initial deflection
of 0.50mm at midspan due to its own weight. The said beam is
then use to carry the loads as shown. If E=24,870MPA and
1=5400x10 mm4, determine the following: (Use Area-Moment
Method)
1. Weight of the beam in kN/m
2. Maximum Deflection
8kN
5KN
10KN/m
6m

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