The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have magnitudes F₁ = 530 lb, F₂ = 540 lb, w = 120 lb/ft, and M = 2720 ft-lb. Draw the shear force and bendin moment diagrams (in your homework documentation) and determine the equations for V(z) and M(x). Also enter the support reactions as an intermediate check on your work. Take z = 0 at point A at the let edge of the beam. ру |F₁ a b a с M Support Reactions The reaction at B is The reaction at D is W Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6.00 ft 13.8 ft 5.40 ft In section BC: V(x)= In section CD: V(x)= lb. lb. Shear Force and Bending Moment Equations In section AB: V(x)= lb and M(x)= lb and M(x)= F₂ Ib and Mix)= с 2013 Michael Swanbom 080 BY NC SA lb-ft. lb-ft. 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 = 530 lb, F₂ = 540 lb, w = 120 lb/ft, and M = 2720 ft-lb. Draw the shear force and bendin moment diagrams (in your homework documentation) and determine the equations for V(z) and M(x). Also enter the support reactions as an intermediate check on your work. Take z = 0 at point A at the let edge of the beam. ру |F₁ a b a с M Support Reactions The reaction at B is The reaction at D is W Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6.00 ft 13.8 ft 5.40 ft In section BC: V(x)= In section CD: V(x)= lb. lb. Shear Force and Bending Moment Equations In section AB: V(x)= lb and M(x)= lb and M(x)= F₂ Ib and Mix)= с 2013 Michael Swanbom 080 BY NC SA lb-ft. lb-ft. lb-ft.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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