The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have magnitudes F1 = 630 lb, F2 = 800 lb, w = 180 lb/ft, and M = 2200 ft-lb. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). Also enter the support reactions as an intermediate check on your work. Take x = 0 at point A at the left edge of the beam. %3D %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have
180 lb/ft, and M = 2200 ft-lb. Draw the shear force and bending
moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x).
0 at point A at the left
magnitudes F1 = 630 lb, F2 = 800 lb, w =
%3D
Also enter the support reactions as an intermediate check on your work. Take x
edge of the beam.
2013 Michael Swanbom
1F,
BY NC SA
F2
M
a
Values for dimensions on the figure are given in the following table. Note the figure may not be to scale.
Variable Value
а
5.80 ft
12.2 ft
4.64 ft
Support Reactions
The reaction at B is
lb.
The reaction at D is
lb.
Shear Force and Bending Moment Equations
In section AB:
V(x)=
lb and M(x)=|
lb-ft.
In section BC:
V(x)=
lb and M(x)=|
lb-ft.
In section CD:
V(x)=
lb and M(x)=
lb-ft.
Transcribed Image Text:The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have 180 lb/ft, and M = 2200 ft-lb. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). 0 at point A at the left magnitudes F1 = 630 lb, F2 = 800 lb, w = %3D Also enter the support reactions as an intermediate check on your work. Take x edge of the beam. 2013 Michael Swanbom 1F, BY NC SA F2 M a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value а 5.80 ft 12.2 ft 4.64 ft Support Reactions The reaction at B is lb. The reaction at D is lb. Shear Force and Bending Moment Equations In section AB: V(x)= lb and M(x)=| lb-ft. In section BC: V(x)= lb and M(x)=| lb-ft. In section CD: V(x)= lb and M(x)= lb-ft.
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