100 kN 100 kN (4000 mm²) (5000 mm) D 75 kN 3 m (5000 mm) A (4000 mm?) 4 m E- 200 GPa mm) (4000 mm³)
100 kN 100 kN (4000 mm²) (5000 mm) D 75 kN 3 m (5000 mm) A (4000 mm?) 4 m E- 200 GPa mm) (4000 mm³)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use method of consistent deformation.Determine the force in member AD in kN. If the force is compression, input your answer as negative
Transcribed Image Text:100 kN
100 kN
(4000 mm)
75 kN
(5000 mum)
(5000 mm)
A
3 m
B
(4000 mm?)
4 m
E = 200 GPa
(4000 mm)
(4000:
mm)
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