Determine the vertical deflection at the free50 KN/mend and the slope at the left support of the20 KNelastic curve for the beam loaded as shown.E = 200 GPa and I = 30,00o cmª. UseVirtual Work Method1.CA2.Castigliano's Theorem4 m1 m

The given data is: I=30,000 cm4 E=200 GPa The FBD of the section is shown below:

Determine the vertical deflection at the free 50 KN/m end and the slope at the left support of the elastic curve for the beam loaded as shown. 20 KN E = 200 GPa and I = 30,000 cm4. Use Virtual Work Method LB 1. A 2. Castigliano's Theorem 4 m 1 m

Determine the vertical deflection at the free 50 KN/m end and the slope at the left support of the elastic curve for the beam loaded as shown. 20 KN E = 200 GPa and I = 30,000 cm4. Use Virtual Work Method LB 1. A 2. Castigliano's Theorem 4 m 1 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

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

Determine the vertical deflection at the free
50 KN/m
end and the slope at the left support of the
20 KN
elastic curve for the beam loaded as shown.
E = 200 GPa and I = 30,00o cmª. Use
Virtual Work Method
1.
C
A
2.
Castigliano's Theorem
4 m
1 m

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