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For the beam shown, draw the Shear and Moment Diagrams for 3 loading cases below. For each load case, determine the reactions at A and B, the largest (positive or negative) beam shear, the maximum positive bending moment, and the maximum negative bending moment. a. P₁ downward, 12 kips, P₂ downward, 12 kips. b. P₁ downward, 12 kips, P2 upward, 12 kips. c. P₁ downward, 50 kips, P2 downward, 12 kips

For the beam shown, draw the Shear and Moment Diagrams for 3 loading cases below. For each load case, determine the reactions at A and B, the largest (positive or negative) beam shear, the maximum positive bending moment, and the maximum negative bending moment. a. P₁ downward, 12 kips, P₂ downward, 12 kips. b. P₁ downward, 12 kips, P2 upward, 12 kips. c. P₁ downward, 50 kips, P2 downward, 12 kips

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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For the beam shown, draw the Shear and Moment Diagrams for 3 loading cases below. For each load case, determine the reactions at A and B, the largest (positive or negative) beam shear, the maximum positive bending moment, and the maximum negative bending moment. a. P₁ downward, 12 kips, P₂ downward, 12 kips. b. P₁ downward, 12 kips, P2 upward, 12 kips. c. P₁ downward, 50 kips, P₂ downward, 12 kips 8 kip/ft P₁ A 1' * 3' 2² 20 kip-ft 4' 2² B 4' P₂ It is intended that your diagrams be drawn by hand on engineering paper. The three cases should be solved on three (or more) different pages. Results should be reported in kips and kip-ft.
Transcribed Image Text:For the beam shown, draw the Shear and Moment Diagrams for 3 loading cases below. For each load case, determine the reactions at A and B, the largest (positive or negative) beam shear, the maximum positive bending moment, and the maximum negative bending moment. a. P₁ downward, 12 kips, P₂ downward, 12 kips. b. P₁ downward, 12 kips, P2 upward, 12 kips. c. P₁ downward, 50 kips, P₂ downward, 12 kips 8 kip/ft P₁ A 1' * 3' 2² 20 kip-ft 4' 2² B 4' P₂ It is intended that your diagrams be drawn by hand on engineering paper. The three cases should be solved on three (or more) different pages. Results should be reported in kips and kip-ft.
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