F G 4@3m= 12m H K

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For the truss shown below, applied loads are PB = 73 kN, PC = 36 kN and PD = 15 kN. Using the sign convention 'tension positive', select the correct answer for the axial force in member GH in kN: К F AR G В Рв 4@3m=12m O 1. The axial force in member GH is -60 kN. O2. The axial force in member GH is -78 kN. O 3. The axial force in member GH is -67.1 kN. Н Pc J D Ро K E 4m ?
For the truss shown below, applied loads are Pg = 73 kN. Pc = 36 kN and PD 15 kN. Using the sign convention tension positive', select the correct answer for the
axial force in member GH in KN:
K
F
G
B
4@3m= 12m
1. The axial force in member GH is -60 kN.
O2. The axial force in member GH is 78 KN
O3. The axial force in member GH is -67.1 AN
H
Pc
K
E
4m
Transcribed Image Text:For the truss shown below, applied loads are Pg = 73 kN. Pc = 36 kN and PD 15 kN. Using the sign convention tension positive', select the correct answer for the axial force in member GH in KN: K F G B 4@3m= 12m 1. The axial force in member GH is -60 kN. O2. The axial force in member GH is 78 KN O3. The axial force in member GH is -67.1 AN H Pc K E 4m
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