30 kN HA A VA 40 KN 30° 30° 20 m 30 30° hinge 50 KN 30 30* 20 m 777 B VB 60 KN HB
30 kN HA A VA 40 KN 30° 30° 20 m 30 30° hinge 50 KN 30 30* 20 m 777 B VB 60 KN HB
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
100%
Considering the diagram as a whole body, the downward forces and the upward reactions are equal. They are?
a. 160 kN = 160 kN
b. 125 kN = 125 kN
c. 145 kN = 145 kN
d. None of the above
The horizontal reaction at A is?
a. 15.02 going to the right
b. 15.02 going to the left
c. 19.02 going to the right
d. 19.02 going to the left
Transcribed Image Text:30 kN
HA
A
VA
40 KN
30°
30°
20 m
30% 30%
hinge
50 KN
30
30°
20 m
777 B
VB
60 KN
HB
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