Problem 3 A beam segment with parametric loadings shown below (wl > w2 > 0; M > 0; and P > 0). The key locations of A, B, C, and D (from the left to the right) are set at x = 0, x = 10 m, x = 20 m, and x = 25 m, respectively. M1 WI P M4 V1 M 10 M 10f\ V4 V(x) 1) Given its internal shear diagram and the internal shear values at A, B, C, and D as shown in the following shear diagram with V₁ = 100 K, V₂ = -50 K, V3 = -100 K, and V3* = V4 = -200 K, determine the external loadings of w1, w2, and P. 0 10 20 25 Vr

Structural Analysis
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Chapter2: Loads On Structures
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Problem 3
A beam segment with parametric loadings shown below (wl > w2 > 0; M > 0; and P > 0). The key
locations of A, B, C, and D (from the left to the right) are set at x = 0, x = 10 m, x = 20 m, and x = 25 m,
respectively.
M1
WI
P
M4
V1
M
10 M
10f\
V4
V(x)
1) Given its internal shear diagram and the internal shear values at A, B, C, and D as shown in the
following shear diagram with V₁ = 100 K, V₂ = -50 K, V3 = -100 K, and V3* = V4 = -200 K,
determine the external loadings of w1, w2, and P.
0
10
20
25
Vr
Transcribed Image Text:Problem 3 A beam segment with parametric loadings shown below (wl > w2 > 0; M > 0; and P > 0). The key locations of A, B, C, and D (from the left to the right) are set at x = 0, x = 10 m, x = 20 m, and x = 25 m, respectively. M1 WI P M4 V1 M 10 M 10f\ V4 V(x) 1) Given its internal shear diagram and the internal shear values at A, B, C, and D as shown in the following shear diagram with V₁ = 100 K, V₂ = -50 K, V3 = -100 K, and V3* = V4 = -200 K, determine the external loadings of w1, w2, and P. 0 10 20 25 Vr
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