The steel truss shown carries a downward vertical load of 14 kN at joint B. The diagonal members of the truss have an area equivalent to 250 mm^2, and the horizontal members are 300 mm^2. With the given conditions calculate the: a) Horizontal Deflection at E in mm b) Vertical Deflection at D in mm Esteel = 200 GPa PROBLEM #1: VIRTUAL WORK METHODThe steel truss shown carries a downward vertical load of 14 kN at joint B.The diagonal members of the truss have an area equivalent to 250 mm^2,and the horizontal members are 300 mm^2. With the given conditionscalculate the:a) Horizontal Deflection at E in mmb) Vertical Deflection at D in mmEsteel = 200 GPa...6.00 M-ED4.00 MAB14KN-6.00 M--6.00 M-A

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Answered: PROBLEM #1: VIRTUAL WORK METHOD The…

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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The steel truss shown carries a downward vertical load of 14 kN at joint B. The diagonal members of the truss have an area equivalent to 250 mm^2, and the horizontal members are 300 mm^2. With the given conditions calculate the:

a) Horizontal Deflection at E in mm

b) Vertical Deflection at D in mm

Esteel = 200 GPa

PROBLEM #1: VIRTUAL WORK METHOD
The steel truss shown carries a downward vertical load of 14 kN at joint B.
The diagonal members of the truss have an area equivalent to 250 mm^2,
and the horizontal members are 300 mm^2. With the given conditions
calculate the:
a) Horizontal Deflection at E in mm
b) Vertical Deflection at D in mm
Esteel = 200 GPa
...
6.00 M-
E
D
4.00 M
A
B
14KN
-6.00 M-
-6.00 M-
A

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