6 kPa Problem 6.4 9 kPa The load per unit area, p, over the plate in Figure 6.4 varies with a law p = (6 – 3x + 2y) kPa, where x and y are in (m]. 1.5 m 3kPa Determine the magnitude of the resultant force and the coordinates (xR, YR) where the line of action of the resultant 2 m force intersects the plate. Fieure 6.4

Structural Analysis
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Chapter2: Loads On Structures
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6 kPa
Problem 6.4
9 kPa
The load per unit area, p, over the plate in Figure 6.4 varies
with a law p = (6 – 3x + 2y) kPa, where x and y are in (m].
Determine the magnitude of the resultant force and the
coordinates (xR, YR) where the line of action of the resultant
force intersects the plate.
1.5 m
3kPa
2 m
Figure 6.4
Transcribed Image Text:6 kPa Problem 6.4 9 kPa The load per unit area, p, over the plate in Figure 6.4 varies with a law p = (6 – 3x + 2y) kPa, where x and y are in (m]. Determine the magnitude of the resultant force and the coordinates (xR, YR) where the line of action of the resultant force intersects the plate. 1.5 m 3kPa 2 m Figure 6.4
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