6m E 3 m 4 m D 4 m 4 m F 20 kN 20 kN 9 m Figure 1.28 20 kN (T); FeD = FpF = 80 kN (S); FBE 0; 57 kN (T); FEF 33,3 kN (T)] [FAB %3! %3! !! FBF

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the forces in the members and reactions at the support

手
6m
B
3 m
4 m
4 m
4 m
D
20 kN
20 kN
9 m
Figure 1.28
= 20 kN (T); Fep = FDE
= 80 kN (S); FBE = 57 kN (T); FEF = 0;
FBF = 33,3 kN (T)]
[FAB
Transcribed Image Text:手 6m B 3 m 4 m 4 m 4 m D 20 kN 20 kN 9 m Figure 1.28 = 20 kN (T); Fep = FDE = 80 kN (S); FBE = 57 kN (T); FEF = 0; FBF = 33,3 kN (T)] [FAB
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