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1200 lb 600 lb D 20 15 15 C 15' E 10' 400 lb 200 lb Figure P-44.11

1200 lb 600 lb D 20 15 15 C 15' E 10' 400 lb 200 lb Figure P-44.11

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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For the truss shwon in Fig. P-4-4.11, determine eaxh of the forces in bars Bd, Cd, and cS by means of an equilibrium equations that determines it independently of the others. (Use method of sections)

F. 120 12' BO G. Thin 16'- 16'- 16' - Figure P-4-4.10 A 15 C 4-4.11. For the truss shown in Fig. P-4-4.11, determine each of the forces in bars BD, CD, and CE by means of an equilibrium equation that determines it independently of the others. 40 Figure P-4-4.1l 44,12. Use the method of sections to determine independently the force in bars AD, BE, and CE of the truss shown-in Fig. P-4-4.12. AD =.1896 Ib C; BÉ = 361 lb C; CE = 2100 lb T Ans. F. 12' A G. C. 777 800.lb. 400 lb 600 lb
Transcribed Image Text:F. 120 12' BO G. Thin 16'- 16'- 16' - Figure P-4-4.10 A 15 C 4-4.11. For the truss shown in Fig. P-4-4.11, determine each of the forces in bars BD, CD, and CE by means of an equilibrium equation that determines it independently of the others. 40 Figure P-4-4.1l 44,12. Use the method of sections to determine independently the force in bars AD, BE, and CE of the truss shown-in Fig. P-4-4.12. AD =.1896 Ib C; BÉ = 361 lb C; CE = 2100 lb T Ans. F. 12' A G. C. 777 800.lb. 400 lb 600 lb
1200 lb 600 lb 20 15 15' 15' 10' ne each of the, a equation that 400 lb 200 lb Figure P-44.11 pendently the 4-4.12.
Transcribed Image Text:1200 lb 600 lb 20 15 15' 15' 10' ne each of the, a equation that 400 lb 200 lb Figure P-44.11 pendently the 4-4.12.
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