4. Compute maximum deflection at point B of the truss shown in fig.4 by using the method of virtual work. 10k X/2 X 5k 8k X/2 B X/2 15k X X/2 I 10ft 10ft Fig 4: Odd roll numbered students: This six-storied commercial building will be constructed in Chittagong. X = 24' and Y = 14' Exposure condition = C Gravity loads on the beams, w = 3k/ft EA/L constant = 1200 k/ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4. Compute maximum deflection at point B of
the truss shown in fig.4 by using the method
of virtual work.
10k
X/2
X
5k
8k
15k
X/2 B X/2 X/2
X
10ft
10ft
Fig 4:
Odd roll numbered students:
This six-storied commercial building will be
constructed in Chittagong.
X = 24' and Y = 14'
Exposure condition = C
Gravity loads on the beams, w = 3k/ft
EA/L constant = 1200 k/ft
Transcribed Image Text:4. Compute maximum deflection at point B of the truss shown in fig.4 by using the method of virtual work. 10k X/2 X 5k 8k 15k X/2 B X/2 X/2 X 10ft 10ft Fig 4: Odd roll numbered students: This six-storied commercial building will be constructed in Chittagong. X = 24' and Y = 14' Exposure condition = C Gravity loads on the beams, w = 3k/ft EA/L constant = 1200 k/ft
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