F1 F2 a F3 F4 D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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F1
F2
a
F3
F4
Consider the following values: -
FS
a - 13 m; b-8 m; c - 10 m; d - 5 m;
F1 - 3 kN; F2 - 11 kN; F3 2 kN; F4 - 20 kN; P5 - 2 kN;
a = 30°, 0=60 , B= 30°
1) What is the resultant moment of the five forces acting on the rod about point A?
a) 19.2 kN.m b) 32.7 AN.m
) 4.6 AN.m d) 29.8 KN.m 14.1 kNm
0213 KN.m
2] What is the resultant moment of the five forces acting on the rod about point B?
a) 98.8 KN.m
b) 23.7 KN.m
) 81.6 KN.m d) 65.6 KN.m
) 91.1 kN.m
074.2 KN.m
3] What is the resultant moment of the five forces acting on the rod about point C?
a) 125.7 KN.m
b) 111.1 kN.m ) 74.6 kN.m
d) 109.4 KN.m
e) 24.1 KN.m
065.3 kN.m
4] What is the resultant moment of the five forces acting on the rod about point D?
a) 17.8 KN.m
b) 88.7 KN.m
9 10.6 KN.m
d) 59.5 KN.m
) 29.1 kN.m
O 70.1 KN.m
5] What is the moment of the force F2 about point E?
) 44.6 KN.m
Activate V
0213ting
a) 71.7 KN.m b) 58.1 KN.m
4) 91.6 KN.m
e) 61.1 KNm
Transcribed Image Text:F1 F2 a F3 F4 Consider the following values: - FS a - 13 m; b-8 m; c - 10 m; d - 5 m; F1 - 3 kN; F2 - 11 kN; F3 2 kN; F4 - 20 kN; P5 - 2 kN; a = 30°, 0=60 , B= 30° 1) What is the resultant moment of the five forces acting on the rod about point A? a) 19.2 kN.m b) 32.7 AN.m ) 4.6 AN.m d) 29.8 KN.m 14.1 kNm 0213 KN.m 2] What is the resultant moment of the five forces acting on the rod about point B? a) 98.8 KN.m b) 23.7 KN.m ) 81.6 KN.m d) 65.6 KN.m ) 91.1 kN.m 074.2 KN.m 3] What is the resultant moment of the five forces acting on the rod about point C? a) 125.7 KN.m b) 111.1 kN.m ) 74.6 kN.m d) 109.4 KN.m e) 24.1 KN.m 065.3 kN.m 4] What is the resultant moment of the five forces acting on the rod about point D? a) 17.8 KN.m b) 88.7 KN.m 9 10.6 KN.m d) 59.5 KN.m ) 29.1 kN.m O 70.1 KN.m 5] What is the moment of the force F2 about point E? ) 44.6 KN.m Activate V 0213ting a) 71.7 KN.m b) 58.1 KN.m 4) 91.6 KN.m e) 61.1 KNm
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