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
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Considering the diagram as a whole body, the vertical reaction at A is?
a. 45 kN
b. 50 kN
c. 55 kN
d. 65 kN
Considering the diagram as a whole body, the vertical reaction at B is?
a. 70 kN
b. 75 kN
c. 80 kN
d. 85 kN
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