Neglecting axial deformations, and assuming EI to be constant throughout the frame sections the horizontal displacement at D is

Neglecting axial deformations, and assuming EI to be constant througho

1.	Neglecting axial deformations, and assuming EI to be constant throughout the frame sections the horizontal displacement at D is
A.	PL3/(3EI)
B.	5PL3/(3EI)
C.	1PL3/(3EI)
D.	2PL3/(3EI)
E.	7PL3/(3EI)
Answer» C. 1PL3/(3EI)

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Neglecting axial deformations, and assuming EI to be constant throughout the frame sections the horizontal displacement at D is

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