1. Determine the forces in the members of the truss as shown in Fig. 7.E1. 24 kN Ans. B 12 kN FAE 19.39 kN (T), FCE - 12.928 kN (T), FDE = 6.46 kN (T), FAB=14.78 kN (C), FR 0.928 kN (C), FeD 12.9 kN (C) and ВС FBE = 12.928 kN (C). 60° 60 60° 60 %3D E dob 4 m 4 m
1. Determine the forces in the members of the truss as shown in Fig. 7.E1. 24 kN Ans. B 12 kN FAE 19.39 kN (T), FCE - 12.928 kN (T), FDE = 6.46 kN (T), FAB=14.78 kN (C), FR 0.928 kN (C), FeD 12.9 kN (C) and ВС FBE = 12.928 kN (C). 60° 60 60° 60 %3D E dob 4 m 4 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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