15. A simple truss is acted upon by two vertical forces acting at B and D, as shown. Compute for the axial force acting in member CG by method of section. Use left of section a-a. a. b. 30⁰ 4 m 5.00 KN B O 60° а 60° G 6.93 kN (Tension) 6.93 kN (Compression) 30% 60° а 4 m 30° 60° 60⁰ F 8.00 KN 60° D 30° 4 m E ●●● C. d. 4.33 kN (Tension) 4.33 kN (Compression)

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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15. A simple truss is acted upon by two vertical forces acting at B and D, as shown. Compute for the axial force
acting in member CG by method of section. Use left of section a-a.
a.
b.
30⁰
4 m
5.00 KN
B
O
60°
а
60°
G
6.93 kN (Tension)
6.93 kN (Compression)
30%
60°
а
4 m
30°
60°
60⁰
F
8.00 KN
60°
D
30°
4 m
E
●●●
C.
d. 4.33 kN (Tension)
4.33 kN (Compression)
Transcribed Image Text:15. A simple truss is acted upon by two vertical forces acting at B and D, as shown. Compute for the axial force acting in member CG by method of section. Use left of section a-a. a. b. 30⁰ 4 m 5.00 KN B O 60° а 60° G 6.93 kN (Tension) 6.93 kN (Compression) 30% 60° а 4 m 30° 60° 60⁰ F 8.00 KN 60° D 30° 4 m E ●●● C. d. 4.33 kN (Tension) 4.33 kN (Compression)
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