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Determine the vertical displacement of joint C of the truss shown in 200 GPa. %3D 300 mm2 andE Fig. 9-13a. Assume that A E 3 m D -3 m -3 m -3 m 20 kN 20 kN (a)

Determine the vertical displacement of joint C of the truss shown in 200 GPa. %3D 300 mm2 andE Fig. 9-13a. Assume that A E 3 m D -3 m -3 m -3 m 20 kN 20 kN (a)

Structural Analysis
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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Using the Unit Load Method

Determine the vertical displacement of joint C of the truss shown in Fig. 9-13a. Assume that A = 300 mm2 and E = 200 GPa. F 3 m A В -3 m -3 m -3 m- 20 kN 20 kN (а) F-(0.333P + 13.33) E (0.471P+ 18.86) A 0.471P + 9.43 C. 0.333P + 13.33 0.667P + 6.67 D 0.667P + 6.67 0.333P+13.33 kN 20 kN 0.667P+6.67 kN (b) Fig. 9-13 0.333P +13.33 -(0.943P + 9.43)
Transcribed Image Text:Determine the vertical displacement of joint C of the truss shown in Fig. 9-13a. Assume that A = 300 mm2 and E = 200 GPa. F 3 m A В -3 m -3 m -3 m- 20 kN 20 kN (а) F-(0.333P + 13.33) E (0.471P+ 18.86) A 0.471P + 9.43 C. 0.333P + 13.33 0.667P + 6.67 D 0.667P + 6.67 0.333P+13.33 kN 20 kN 0.667P+6.67 kN (b) Fig. 9-13 0.333P +13.33 -(0.943P + 9.43)
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