Using virtual work (unit load) method, determine the vertical displacement at Joint D of the steel truss as shown in the following figure due to applied load P kN at D and member BC is too long by 8 mm & member AB is too short by 5 mm. The cross-sectional area of each member is 400 mm² and the modulus of elasticity is 200 GPa. P kN V D 6 m А B 5m 5m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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P=67

Properties of sections
A = bh
A = bh
C.
C.
x =
Semi-parabola
Triangle
A =
A =
C.
C•
%3D
b (2h2 + h)
3 (h + h2)
Parabolic spandrel
Trapezoid
1213
Transcribed Image Text:Properties of sections A = bh A = bh C. C. x = Semi-parabola Triangle A = A = C. C• %3D b (2h2 + h) 3 (h + h2) Parabolic spandrel Trapezoid 1213
Using virtual work (unit load) method, determine the vertical displacement at Joint D of
the steel truss as shown in the following figure due to applied load P kN at D and member
BC is too long by 8 mm & member AB is too short by 5 mm. The cross-sectional area of
each member is 400 mm? and the modulus of elasticity is 200 GPa.
P kN
V D
6 m
A
5m
5m
Transcribed Image Text:Using virtual work (unit load) method, determine the vertical displacement at Joint D of the steel truss as shown in the following figure due to applied load P kN at D and member BC is too long by 8 mm & member AB is too short by 5 mm. The cross-sectional area of each member is 400 mm? and the modulus of elasticity is 200 GPa. P kN V D 6 m A 5m 5m
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