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Please answer completely. Box the final answers. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=10 ft, b=6 ft and w = 9.5 kips/ft. "1 A W Answers: Ay= a Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) B W b b kips, Cy= C x kips.

Please answer completely. Box the final answers. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=10 ft, b=6 ft and w = 9.5 kips/ft. "1 A W Answers: Ay= a Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) B W b b kips, Cy= C x kips.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer completely. Box the final answers. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=10 ft, b=6 ft and w = 9.5 kips/ft. "1 A W Answers: Ay= a Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) B W b b kips, Cy= C x kips.
Transcribed Image Text:Please answer completely. Box the final answers. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=10 ft, b=6 ft and w = 9.5 kips/ft. "1 A W Answers: Ay= a Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) B W b b kips, Cy= C x kips.
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