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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7ddc4af8-53cc-4aa8-9415-3555ed321741%2F90b96dfb-ebba-4946-b260-c3da94e9e76f%2Fk179tue_processed.png&w=3840&q=75)
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7ddc4af8-53cc-4aa8-9415-3555ed321741%2F90b96dfb-ebba-4946-b260-c3da94e9e76f%2Fad8xkm_processed.png&w=3840&q=75)
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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