(b) Determine the vertical displacement of joint A of the truss as shown in the Figure Q3(b). The cross sectional area, A of member AB and BD is 200 mm² whereas for other members are 100 mm². Use the modulus of elasticity, E = 200 kN/mm². D FIGURE Q3(b) A 20 KN 4m B C 30 kN 4m E MASSA 3m 3m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question (3) Mechanics, Materials and Structures

Q3. (a) Determine the horizontal displacement of joint C of the truss as shown in the
Figure Q3(a). The cross sectional area, A and the modulus of elasticity, E of each
member are 100 mm² and 200 kN/mm² respectively.
20 kN
(c)
FIGURE Q3(a)
FIGURE Q3(b)
A
50 kN
FIGURE Q3(c)
20 kN
10 kN
K
(b) Determine the vertical displacement of joint A of the truss as shown in the Figure
Q3(b). The cross sectional area, A of member AB and BD is 200 mm² whereas for
other members are 100 mm². Use the modulus of elasticity, E = 200 kN/mm².
D
4m
(100)
6m
(100)
12m
B
B
sssssss
30 kN
Determine the horizontal displacement of joint E and vertical displacement of joint
C of the truss as shown in the Figure Q3(c). In the bracket is the cross sectional
area, A of each member in mm². Use the modulus of elasticity, E = 300 kN/mm².
D
10 kN
8m
4m
(100)
(200)
(200)
12m
A
3m
B
6m
3m
(100) 8m
Transcribed Image Text:Q3. (a) Determine the horizontal displacement of joint C of the truss as shown in the Figure Q3(a). The cross sectional area, A and the modulus of elasticity, E of each member are 100 mm² and 200 kN/mm² respectively. 20 kN (c) FIGURE Q3(a) FIGURE Q3(b) A 50 kN FIGURE Q3(c) 20 kN 10 kN K (b) Determine the vertical displacement of joint A of the truss as shown in the Figure Q3(b). The cross sectional area, A of member AB and BD is 200 mm² whereas for other members are 100 mm². Use the modulus of elasticity, E = 200 kN/mm². D 4m (100) 6m (100) 12m B B sssssss 30 kN Determine the horizontal displacement of joint E and vertical displacement of joint C of the truss as shown in the Figure Q3(c). In the bracket is the cross sectional area, A of each member in mm². Use the modulus of elasticity, E = 300 kN/mm². D 10 kN 8m 4m (100) (200) (200) 12m A 3m B 6m 3m (100) 8m
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