Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.50 m, b=4.25 m, Pg = 35kN, and Pc = 65kN. 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 a A a a Pc с Calculate the reaction forces Ay and Dy 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.) b Pc D b D D₂

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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PLEASE ANSWER ALL OF THIS QUESTION ASAP!!!

Part 1
For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the
origin at point A.) Let a-3.50 m, b-4.25 m, PB = 35kN, and Pc = 65kN. 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
A
B
a
PB
B
Calculate the reaction forces Ay and Dy 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.)
a
PB
Pc
b
Pc
b
D
D₂
Transcribed Image Text:Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.50 m, b-4.25 m, PB = 35kN, and Pc = 65kN. 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 A B a PB B Calculate the reaction forces Ay and Dy 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.) a PB Pc b Pc b D D₂
Part 3
Determine the bending moment acting at each of the following locations:
(a)x= 2 m
(b)x= 3.50 m (i.e., at point B)
(c) x = 4 m
(d) x = 7.00 m (i.e., at point C)
(e) x = 8 m
Note that x=0 at support
Answers:
(a) M =
(b) M=
(c) M=
(d) M=
(e) M=
A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.
IIII
kN-m
kN-m
kN-m
kN-m
kN-m
Transcribed Image Text:Part 3 Determine the bending moment acting at each of the following locations: (a)x= 2 m (b)x= 3.50 m (i.e., at point B) (c) x = 4 m (d) x = 7.00 m (i.e., at point C) (e) x = 8 m Note that x=0 at support Answers: (a) M = (b) M= (c) M= (d) M= (e) M= A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. IIII kN-m kN-m kN-m kN-m kN-m
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