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Calculate the forces in the members of the truss using the method of tension
coefficients.
Ans . EF
=−
3 . 0, EC
=−
15 . 0, EB
=+
12 . 0, FB
=+
5 . 0, FA
=+
4 . 0, FD
=−
10 . 0.
All in kN.
3m
4m
B
A
E
3kN
F
3m
9kN
C
6kN
D
F IGURE P.4.10
P.4.11 Fig. P.4.11 shows the plan of a space truss which consists of six pin-jointed
members. ThememberDE is horizontal and 4mabove the horizontal plane containing
A, B and C while the loads applied at D and E act in a horizontal plane. Calculate the
forces in the members.
Ans . AD
=
0, DC
=
0, DE
=+
40 . 0, AE
=
0, CE
=−
60 . 0, BE
=+
60 . 0. All in kN.
2m
2m
B
A
4m
40 kN
E
D
80 kN
4m
C
2m
2m
F IGURE P.4.11
 
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