Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax, pos, , the maximum negative bending moment, Mmax, neg, and their respective locations, Xmax, pos and. Xmax, neg. . Use the bending-moment sign convention detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value. Answers: Mmax, pos Mmax, neg = i kips-ft,, Xmax, pos kips-ft, Xmax, neg i i ft ft

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter6: Beams And Cables
Section: Chapter Questions
Problem 6.42P: For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending...
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moment, Mmax, pos,
Use your shear-force and bending-moment diagrams to determine the maximum positive bending
, the maximum negative bending moment, Mmax, neg, and their respective locations,
Xmax, pos
and.
Xmax, neg.
. Use the bending-moment sign convention detailed in Section 7.2. The maximum
negative bending moment is the negative moment with the largest absolute value. Enter the maximum
negative bending moment as a negative value.
Answers:
Mmax, pos
Mmax, neg
=
i
kips-ft,, Xmax, pos
kips-ft,
Xmax, neg
i
i
ft
ft
Transcribed Image Text:moment, Mmax, pos, Use your shear-force and bending-moment diagrams to determine the maximum positive bending , the maximum negative bending moment, Mmax, neg, and their respective locations, Xmax, pos and. Xmax, neg. . Use the bending-moment sign convention detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value. Answers: Mmax, pos Mmax, neg = i kips-ft,, Xmax, pos kips-ft, Xmax, neg i i ft ft
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 w = 20.0
kips/ft, a=6.0 ft, and b=20.5 ft. 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
W
Calculate the reaction forces By and Cy 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 Bx =
O, it has been omitted from the free-body diagram.)
B
b
b
X
C
X
Transcribed Image Text: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 w = 20.0 kips/ft, a=6.0 ft, and b=20.5 ft. 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 W Calculate the reaction forces By and Cy 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 Bx = O, it has been omitted from the free-body diagram.) B b b X C X
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