Part 2 Determine the shear force acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 4.0-m (i.e., just to the left of B) (c) x = 4.0+ m (i.e., just to the right of B) (d) x = 6.5- m (i.e., just to the left of C) When entering your answers, use the shear force sign convention. Part 3 Determine the bending moment acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 4.0-m (i.e., just to the left of B) (c) x = 4.0+ m (i.e., just to the right of B) (d) x = 6.5 m When entering your answers, use the bending moment sign convention.
Part 2 Determine the shear force acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 4.0-m (i.e., just to the left of B) (c) x = 4.0+ m (i.e., just to the right of B) (d) x = 6.5- m (i.e., just to the left of C) When entering your answers, use the shear force sign convention. Part 3 Determine the bending moment acting at each of the following locations: (a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 4.0-m (i.e., just to the left of B) (c) x = 4.0+ m (i.e., just to the right of B) (d) x = 6.5 m When entering your answers, use the bending moment sign convention.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Part 2
Determine the shear force acting at each of the following locations:
(a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 4.0-m (i.e., just to the left of B) (c) x = 4.0+ m (i.e., just to the right of B) (d) x = 6.5- m (i.e., just to the left of C)
When entering your answers, use the shear force sign convention.
Part 3
Determine the bending moment acting at each of the following locations:
(a) x = 0+ m (i.e., just to the right of fixed support A) (b) x = 4.0-m (i.e., just to the left of B) (c) x = 4.0+ m (i.e., just to the right of B) (d) x = 6.5 m
When entering your answers, use the bending moment sign convention.

Transcribed Image Text:Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m,
PB = 2 kN, Pc = 2 kN, and MB = 20 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to
answer the questions in the subsequent parts of this GO exercise.
A
MA
a
A
MB
a
PB
MB
B
Calculate the reaction forces Ay and MA acting on the beam. Positive values for the reactions are indicated by the directions of the
red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.)
PB
b
B
Pc
b
X
Pc
C
X
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