Sol by :unit load method... The hypothesis is from the left (i.e. the solution starts with the hypothesis from point A Example: Determine the deflection at free end of cantilever shown in Fig. below. Take, E = 200 * 103MPA and I = 500 + 10°mm* 12 kn/m Solution: 10m Virtual moment 50, = 1 Ma

Sol by :unit load method... The hypothesis is from the left (i.e. the solution starts with the hypothesis from point A Example: Determine the deflection at free end of cantilever shown in Fig. below. Take, E = 200 * 103MPA and I = 500 + 10°mm* 12 kn/m Solution: 10m Virtual moment 50, = 1 Ma

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

H.W
Sol by :unit load method... The hypothesis is from the left
(i.e. the solution starts with the hypothesis from point A
Example: Determine the deflection at free end of cantilever shown in Fig.
below. Take, E = 200 * 103MPA and
I = 500 * 10°mm
12 kn/m
Solution:
10m
Virtual moment
80 , = 1
Ma
mx = -8QB. x →
На
mx = -x
Ra

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