nd supported as shown, with F = 510 lb, M = 3210 ft lb, and w the figure are a 4 ft, b=11.2 ft and c = 2.5 ft. ar and bending moment diagrams for this beam. From your following information. are defined anywhere there is a change in the loading or the
nd supported as shown, with F = 510 lb, M = 3210 ft lb, and w the figure are a 4 ft, b=11.2 ft and c = 2.5 ft. ar and bending moment diagrams for this beam. From your following information. are defined anywhere there is a change in the loading or the
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![2013 Moted Ston
@000
A beam is loaded and supported as shown, with F = 510 lb, M = 3210 ft lb, and w
- 190 lb/ft.
The dimensions on the figure are a = 4 ft, b= 11.2 ft and c = 2.5 ft.
Draw and label shear and bending moment diagrams for this beam. From your
diagrams, enter the following information.
Limits of an interval are defined anywhere there is a change in the loading or the
shear diagram becomes zero. The first interval is on the left and subsequent
intervals are in order moving to the right.
Reactions:
R₁ =
Re=
Shear and Bending Moment Diagram Data:
Interval Xleft right Viet Vright
function
type
linear
linear
linear
linear
curvature
not curved
not curved
not curved
not curved
Mift Mrigh
function
type
linear
quadratic
quadratic
linear
curvature
not curved
convex up
convex up
not curved](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F48828992-36f6-4b31-9b0e-aa513ae2ad25%2Fd952f08d-673e-4e03-8c3b-81c927a28f79%2Fx12kor_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2013 Moted Ston
@000
A beam is loaded and supported as shown, with F = 510 lb, M = 3210 ft lb, and w
- 190 lb/ft.
The dimensions on the figure are a = 4 ft, b= 11.2 ft and c = 2.5 ft.
Draw and label shear and bending moment diagrams for this beam. From your
diagrams, enter the following information.
Limits of an interval are defined anywhere there is a change in the loading or the
shear diagram becomes zero. The first interval is on the left and subsequent
intervals are in order moving to the right.
Reactions:
R₁ =
Re=
Shear and Bending Moment Diagram Data:
Interval Xleft right Viet Vright
function
type
linear
linear
linear
linear
curvature
not curved
not curved
not curved
not curved
Mift Mrigh
function
type
linear
quadratic
quadratic
linear
curvature
not curved
convex up
convex up
not curved
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