Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1h, i.e. A, x XR. Given /= 2.2, P1 = 40, P2 = 80, w1 = 20 and w2 = 40. (Note: Negative "-" for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve A,.] P, kN P2 kN W, kN/m W, kN/m B I m 21 m 21 m Figure 3.1h

Structural Analysis
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Chapter2: Loads On Structures
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Determine the moment of the vertical reaction at point.A (A,) rotating about the location (XR) of the
equivalent resultant force of the forces acting on the beam shown in Figure 3.1h, i.e. Ay x XR. Given /=
2.2, P1 = 40, P2 = 80, w1 = 20 and w2 = 40. (Note: Negative "-" for clockwise moment.)
[Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct
equation of equilibrium to solve Ay.]
P, kN
P2 kN
W, kN/m
W2 kN/m
B
I m
21 m
21 m
Figure 3.1h
Transcribed Image Text:Determine the moment of the vertical reaction at point.A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1h, i.e. Ay x XR. Given /= 2.2, P1 = 40, P2 = 80, w1 = 20 and w2 = 40. (Note: Negative "-" for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve Ay.] P, kN P2 kN W, kN/m W2 kN/m B I m 21 m 21 m Figure 3.1h
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