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

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

Section: Chapter Questions

Problem 1P

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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

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Step 1 : Conceptual introduction

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Step 2 : Find support Reactions

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Step 3 : Find support reactions (continues...)

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Step 4 : Find "P" forces

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Step 5 : Find P-forces (continues ...)

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Step 6 : Find "k" forces

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Step 7 : Find out 'k' forces (continues...)

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Step 8 : find out k-forces (continues...)

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Step 9 : Tabulate values & Find out deflection

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