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1. Determine force in member BC, FG and CG. (BC= 35 kN (T), FG=39.13 kN (C), CG= 17.5 kN (C)) 3 m Eg 2 m F 40 KN B 20 KN G 2 m 2 m H 2 m

1. Determine force in member BC, FG and CG. (BC= 35 kN (T), FG=39.13 kN (C), CG= 17.5 kN (C)) 3 m Eg 2 m F 40 KN B 20 KN G 2 m 2 m H 2 m

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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1. Determine force in member BC, FG and CG. (BC= 35 kN (T), FG = 39.13 kN (C), CG= 17.5 kN (C)) 2 Determine force in members IJ, CD, and JD of the truss shown (IJ = 44.73 (C), CD= 40 (T), JD = 20 kN (T)) BB,B 3 m B 6 m E A 3 m B (Bx, B2) 3 m 50 kN A 0 (Cx, Cr, C₂) 7 m Px - 50 kN 10 m Py - 100 KN 5 m 20 KN 25m D 3 m 20 KN Ap 3 m Dr. D₂) 20 KN Eo 2 m 20 KN 40 KN B + 20 kN 20 kN G 2 m 20 KN |2m|2m|2m|2m|2m|2m| 3 m 2 m 3. Determine force in member AB, AC, AD, CD and reactions at C of the space truss shown. (AB=150.2 (T), AC = 97.2 (C), AD = 50.8 kN (C), CD = 0, Cx = - 50, Cz= 83.35 kN) 4. Determine force in member AB, AC, AD, BD and reactions at B (Bx, Bz) of the space truss shown. (AB = 34.73 (T), AC = 26.1 (T), AD = 4.83 (C), BD = 17.31 (C), Bx = -8.654, Bz = -28.84 KN H 2 m O
Transcribed Image Text:1. Determine force in member BC, FG and CG. (BC= 35 kN (T), FG = 39.13 kN (C), CG= 17.5 kN (C)) 2 Determine force in members IJ, CD, and JD of the truss shown (IJ = 44.73 (C), CD= 40 (T), JD = 20 kN (T)) BB,B 3 m B 6 m E A 3 m B (Bx, B2) 3 m 50 kN A 0 (Cx, Cr, C₂) 7 m Px - 50 kN 10 m Py - 100 KN 5 m 20 KN 25m D 3 m 20 KN Ap 3 m Dr. D₂) 20 KN Eo 2 m 20 KN 40 KN B + 20 kN 20 kN G 2 m 20 KN |2m|2m|2m|2m|2m|2m| 3 m 2 m 3. Determine force in member AB, AC, AD, CD and reactions at C of the space truss shown. (AB=150.2 (T), AC = 97.2 (C), AD = 50.8 kN (C), CD = 0, Cx = - 50, Cz= 83.35 kN) 4. Determine force in member AB, AC, AD, BD and reactions at B (Bx, Bz) of the space truss shown. (AB = 34.73 (T), AC = 26.1 (T), AD = 4.83 (C), BD = 17.31 (C), Bx = -8.654, Bz = -28.84 KN H 2 m O
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