The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure havemagnitudes F1= 790 lb, F2 = 610 lb, w = 140 lb/ft, and M = '2340 ft-lb. Draw the shear force and bendingmoment 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 a =edge of the beam.%3DO at point A at the left19F2MaValues for dimensions on the figure are given in the following table. Note the figure may not be to scale.Variable Value6 fta13.8 ft4.8 ftSupport ReactionsThe reaction at B islb.The reaction at D islb.Shear Force and Bending Moment EquationsIn 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)=Ib-ft.Alaw/F.

here, F1=790 lbF2=610 lbw= 140 lb/fta=6 ftb=13.8 ftc= 4.8 ft

The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have magnitudes F1 - 790 lb, F2 = 610 lb, w = moment diagrams (in your homework documentation) and determine the equations for V(æ) and M(r). Also enter the support reactions as an intermediate check on your work. Take a = edge of the beam. 140 lb/ft, and M = 2340 ft-lb. Draw the shear force and bending 0 at point A at the left 19 F2 a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6 ft 13.8 ft 4.8 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)- Ib-ft. In section CD: V(x)- Ib and M(x)- lb-ft.

The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have magnitudes F1 - 790 lb, F2 = 610 lb, w = moment diagrams (in your homework documentation) and determine the equations for V(æ) and M(r). Also enter the support reactions as an intermediate check on your work. Take a = edge of the beam. 140 lb/ft, and M = 2340 ft-lb. Draw the shear force and bending 0 at point A at the left 19 F2 a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6 ft 13.8 ft 4.8 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)- Ib-ft. In section CD: V(x)- Ib and M(x)- lb-ft.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.5.27P: The simple beam ACE shown in the figure is subjected to a triangular load of maximum intensity q0=...

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