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Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. A 850 N/m x 3.0 kN·m B -1.7 m 2.5 m 1.7 m 1.7 m Questions: At x = 0.5 m, V = i N, M = i N-m At x = 2.9 m, V = i N, M = i N-m Atx = 5.4 m, V = i N, M = i N-m At x = 6.8 m, V = N, M = N-m The maximum (absolute value) shear force in the beam is i The maximum (absolute value) bending moment in the beam is i N N-m

Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. A 850 N/m x 3.0 kN·m B -1.7 m 2.5 m 1.7 m 1.7 m Questions: At x = 0.5 m, V = i N, M = i N-m At x = 2.9 m, V = i N, M = i N-m Atx = 5.4 m, V = i N, M = i N-m At x = 6.8 m, V = N, M = N-m The maximum (absolute value) shear force in the beam is i The maximum (absolute value) bending moment in the beam is i N N-m

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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3.3

  • Graphs should be drawn directly under and aligned with the beam diagram.
  • Graphs should include labels and units.
  • Graphs should include values labeled at all key points including the beginning and end of each segment and at critical points within segments.
Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. A 850 N/m x 3.0 kN·m B -1.7 m 2.5 m 1.7 m 1.7 m Questions: At x = 0.5 m, V = i N, M = i N-m At x = 2.9 m, V = i N, M = i N-m Atx = 5.4 m, V = i N, M = i N-m At x = 6.8 m, V = N, M = N-m The maximum (absolute value) shear force in the beam is i The maximum (absolute value) bending moment in the beam is i N N-m
Transcribed Image Text:Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. A 850 N/m x 3.0 kN·m B -1.7 m 2.5 m 1.7 m 1.7 m Questions: At x = 0.5 m, V = i N, M = i N-m At x = 2.9 m, V = i N, M = i N-m Atx = 5.4 m, V = i N, M = i N-m At x = 6.8 m, V = N, M = N-m The maximum (absolute value) shear force in the beam is i The maximum (absolute value) bending moment in the beam is i N N-m
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