Using virtual work method, find: (d) virtual internal force Fv in member CD due to a one unit horizontal load applied at joint G (e) horizontal displacement at joint G due to the applied loads in mm. A=25kN B=22kN C=4m Problem 2. Use virtual work method and determine the following unknowns on the truss system shownbelow. Use A = 500 mm² and E = 200 GPa for all the members. Show complete and organized solution.Round-off your answers to two decimal places.a.b.C. virtual internarioer HG due to a one-unit horizontal load applied at joint G.d. Virtual internal force Fv in member CD due to a one-unit horizontal load applied at joint G.Horizontal displacement of joint G due to the applied loads in mm.e."b" kN"a" kNBC4 at "c" mHDA=25KNB=22KNC=4m"2*c"

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Using virtual work method, find: (d) virtual internal force Fv in member CD due to a one unit horizontal load applied at joint G (e) horizontal displacement at joint G due to the applied loads in mm. A=25kN B=22kN C=4m

Using virtual work method, find: (d) virtual internal force Fv in member CD due to a one unit horizontal load applied at joint G (e) horizontal displacement at joint G due to the applied loads in mm. A=25kN B=22kN C=4m

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

Problem 2. Use virtual work method and determine the following unknowns on the truss system shown
below. Use A = 500 mm² and E = 200 GPa for all the members. Show complete and organized solution.
Round-off your answers to two decimal places.
a.
b.
C. virtual internario
er HG due to a one-unit horizontal load applied at joint G.
d. Virtual internal force Fv in member CD due to a one-unit horizontal load applied at joint G.
Horizontal displacement of joint G due to the applied loads in mm.
e.
"b" kN
"a" kN
B
C
4 at "c" m
H
D
A=25KN
B=22KN
C=4m
"2*c"

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