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4. Determine the force in members DG and FH of
the truss shown. (Hint: Use section aa.)
Ans: DG = 75.0 kN C; FH = 75.0 kN T

D ja G
3.5 m
B
E
3.5 m] A
|C
F la H K M
F
35 kN 35 kN 35 kN
-6 panels @ 5 m = 30 m-

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AB = 5008.95 Ib AE = -4407.78 Ib BC = -2101.41 Ib BD = -7882.09 Ib BE = 2910 Ib CD = 4485.98 Ib DE = -4407.78 Ib
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