The quadrilateral plate (negligible weight) shown below is loaded with a block of weight, W = 68 kN, and a force, F = 51 kN) inclined at an angle alpha = 30 degrees from the vertical, such that it is in equilibrium. With a = 1 m, A 2a A B W - 3a le 2a - За Calculate the abscissa of the loading point A at the edge of the plate. Select the correct response: 0.929 m 0.413 m 0.619 m 0.620 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The quadrilateral plate (negligible weight) shown below is loaded with a block of weight, W = 68 kN, and a
force, F = 51 kN) inclined at an angle alpha = 30 degrees from the vertical, such that it is in equilibrium. With
%3D
a = 1 m,
A
2a
A B
W
- 3a
+ 2a --
За
Calculate the abscissa of the loading point A at the edge of the plate.
Select the correct response:
0.929 m
0.413 m
0.619 m
0.620 m
Transcribed Image Text:The quadrilateral plate (negligible weight) shown below is loaded with a block of weight, W = 68 kN, and a force, F = 51 kN) inclined at an angle alpha = 30 degrees from the vertical, such that it is in equilibrium. With %3D a = 1 m, A 2a A B W - 3a + 2a -- За Calculate the abscissa of the loading point A at the edge of the plate. Select the correct response: 0.929 m 0.413 m 0.619 m 0.620 m
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