Q.1 EB and DC consists of flexible steel with diameter (d). If the displacement at point C and B are 1.5 mm and 1 mm after the distributed load is applied to the rigid beam ABC find the followings if Esteel = 200 GPa and x= K (m) d=2* (ID+K) (mm) 2x a) Calculate axial forces at EB and CD b) Calculate support reaction at A and magnitude of distributed load W. c) Calculate axial stresses at EB and DC.

Structural Analysis
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Chapter2: Loads On Structures
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ID=2 and K=7.1

Q.1 EB and DC consists of flexible steel with diameter
(d). If the displacement at point C and B are 1.5 mm
and 1 mm after the distributed load is applied to the
rigid beam ABC find the followings if Esteel = 200
GPa and
x= K (m)
d=2* (ID+K) (mm)
4x
2x
a) Calculate axial forces at EB and CD
b) Calculate support reaction at A and magnitude of
distributed load W.
c) Calculate axial stresses at EB and DC.
Transcribed Image Text:Q.1 EB and DC consists of flexible steel with diameter (d). If the displacement at point C and B are 1.5 mm and 1 mm after the distributed load is applied to the rigid beam ABC find the followings if Esteel = 200 GPa and x= K (m) d=2* (ID+K) (mm) 4x 2x a) Calculate axial forces at EB and CD b) Calculate support reaction at A and magnitude of distributed load W. c) Calculate axial stresses at EB and DC.
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