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P7.052 GO Multipart Use the graphical method to construct the shear force and bending moment diagrams for the beam shown. Leta 9.0 ft b-6.5 ft, С 11 O t d 50 t wa Part 1 6.5 kips/ft, and Wor-4.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. WB Calculate the reaction forces By and D, 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 B, 0, it has been omitted from the free-body diagram.) wA Answers: kips ips Click if you would like to Show Work for this question: Attempts: Unlimited SAVE FOR LATER SUBMIT ANSWER Part 2

Mechanics of Mat STANDARD VIEW PRINTER VERSION Part 2 Determine the shear force acting at each of the following locations (a) x - 9.0- ft (i.e., just to the left of the support B) (b) x-9.0+ ft (i.e., just to the right of the support B) (c) x-15.5 ft (i.e., at point C) (d) x-26.5- ft (i.e., just to the left of support D) (e) x 26.5+ ft (i.e., just to the right of support D) When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: (a) V- b) V- (c) V- (d) V- (e) v- kips kips ips Click if you would like to Show Work for this question: Open Show Work Attempts: Unlimited SAVE FOR LATER SUBMIT A Part 3 crosses the V- 0 axis between point C and support o. Determine the location xc (measured from A) where V - 0 kips. Answer: XcD the tolerance is +/-2% Click if you would like to Show Work for this question: Open Show Work
Attempts: Unlimneu Part 4 Determine the bending moment acting at each of the following locations: (a) x - 9.0 m (i.e., at support B) (b))-15.5 m (i.e., at point C) (c) x = 26.5 m (i.e., at support D) (d) x 31.5 m (i.e., at point E) When entering your answers, use the bending-moment sign convention detailed in Section 7.2 Answers: (c) M-ㄈㄧ (d) M- Click if you would like to Show Work for this question: Open Show Work lkip-ft Attempts: Unlimited SA Part 5 Determine the bending moment acting at x n Xco (calculated in Part 3) where VH 0 kips between support B and point d Answer: M-kip.ft the tolerance is +/-2% Click if you would like to Show Work for this question: Open Show Work Attempts: Unlimited SA
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PattO Dy = 54、65 le 6 Sk. 머

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