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

Structural Analysis
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Chapter2: Loads On Structures
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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
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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