The following composite beam has a shear relief just to the left of C and a moment relief just to the right of C. A diagram of the moment is provided for the applied load P at B and the triangular loads distributed w (x) over segments BC and CD. First, solve the reactions using statics, then draw the axial force (N) and shear (V) diagrams. Confirm that the moment diagram is the one shown in the graph. Identify all critical values N, V and M, and also the distance to the points where N, V and / or M are zero.
The following composite beam has a shear relief just to the left of C and a moment relief just to the right of C. A diagram of the moment is provided for the applied load P at B and the triangular loads distributed w (x) over segments BC and CD. First, solve the reactions using statics, then draw the axial force (N) and shear (V) diagrams. Confirm that the moment diagram is the one shown in the graph. Identify all critical values N, V and M, and also the distance to the points where N, V and / or M are zero.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4.5.35 The following composite beam has a shear relief just to the left of C and a moment relief just to the right of C. A diagram of the moment is provided for the applied load P at B and the triangular loads distributed w (x) over segments BC and CD. First, solve the reactions using statics, then draw the axial force (N) and shear (V) diagrams. Confirm that the moment diagram is the one shown in the graph. Identify all critical values N, V and M, and also the distance to the points where N, V and / or M are zero.
Transcribed Image Text:4.5.35 The following com posite beam has a shear relief just to the left of C and a moment relief just to the
right of C. A diagram of the moment is provided for the applied load P at B and the triangular loads
distributed w (x) over segments BC and CD. First, solve the reactions using statics, then draw the axial force
(N) and shear (V) diagrams. Confirm that the moment diagram is the one shown in the graph. Identify all
critical values N, V and M, and also the distance to the points where N, V and / or M are zero.
wo
MA
A
B
L
L
2
2
2
Ay
Dy moment relief
P =
2
1C,
shear relief
30
125
M
24
4.
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