Find the sum of internal forces of Members AB, BC and BD of the truss shown below. Please note that compression is positive. 10 kN 30⁰ 60% 3 m A. 13.7 kN B. 66.3 KN C. 83.7 KN D. 93.7 kN E. None of the above 20 kN ↓ 60⁰ E 30% A 3 m 300 60° D | 10 KN B 60° 30° 3 m C

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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204
Find the sum of internal forces of Members AB, BC and BD of the truss shown below.
Please note that compression is positive.
10 KN
130⁰ 60°
+ sign
3 m
A.
13.7 kN
B. 66.3 kN
C.
83.7 kN
D. 93.7 kN
E. None of the above
20 kN ↓
HA
60°
E
30%
A
3 m
A
30⁰
3 m
10 kN/m
60°
D
Determine the reactions of the beam as shown below.
V
10 KN
B
6 m
60° 30°
3 m
A. HA-20 kN, VA = 24.7 kN and VB = 20.3 kN
B. HA= 20 kN, VA = 29.4 kN and VB = 15.6 kN
C. HA-20 KN, VA= 21.7 kN and VB = 23.3 kN
D. HA 20 KN, VA= 30.6 kN and VB = 29.4 kN
E. None of the above
C
8
10 kN/m
B
VB
Transcribed Image Text:204 Find the sum of internal forces of Members AB, BC and BD of the truss shown below. Please note that compression is positive. 10 KN 130⁰ 60° + sign 3 m A. 13.7 kN B. 66.3 kN C. 83.7 kN D. 93.7 kN E. None of the above 20 kN ↓ HA 60° E 30% A 3 m A 30⁰ 3 m 10 kN/m 60° D Determine the reactions of the beam as shown below. V 10 KN B 6 m 60° 30° 3 m A. HA-20 kN, VA = 24.7 kN and VB = 20.3 kN B. HA= 20 kN, VA = 29.4 kN and VB = 15.6 kN C. HA-20 KN, VA= 21.7 kN and VB = 23.3 kN D. HA 20 KN, VA= 30.6 kN and VB = 29.4 kN E. None of the above C 8 10 kN/m B VB
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