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For the overhang beam with the cross-section and the applied loads shown, (a) sketch the FBD of the beam and determine the reaction at the supports A and B (b) sketch the shear diagram and detemine the maximum shear force, Vmax (c) determine the area moment of inertia about the neutral axis, I, and (d) determine the transverse shear stresses at C, D, and E on the cross section due to Vmax Cross Section 6 kip 0.2 in 3 kip 3E 0.15 im 1 m

For the overhang beam with the cross-section and the applied loads shown, (a) sketch the FBD of the beam and determine the reaction at the supports A and B (b) sketch the shear diagram and detemine the maximum shear force, Vmax (c) determine the area moment of inertia about the neutral axis, I, and (d) determine the transverse shear stresses at C, D, and E on the cross section due to Vmax Cross Section 6 kip 0.2 in 3 kip 3E 0.15 im 1 m

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 overhang beam with the cross-section and the applied loads shown, (a) sketch the FBD of the beam and determine the reaction at the supports A and B (b) sketch the shear diagram and detemine the maximum shear force, Vmax (c) determine the area moment of inertia about the neutral axis, I, and (d) determine the transverse shear stresses at C, D, and E on the cross section due to Vmax- max 6 kip Cross Section 3 kip 0.2 m 015 m 1 m 1 ft 1 ft [6] (a) FBD; reaction at A reaction at B [6] (b) shear diagram Vmax [6] (c) I= [12] (d) Tat c = %3D Tat D = Tat E = %3D %3D
Transcribed Image Text:For the overhang beam with the cross-section and the applied loads shown, (a) sketch the FBD of the beam and determine the reaction at the supports A and B (b) sketch the shear diagram and detemine the maximum shear force, Vmax (c) determine the area moment of inertia about the neutral axis, I, and (d) determine the transverse shear stresses at C, D, and E on the cross section due to Vmax- max 6 kip Cross Section 3 kip 0.2 m 015 m 1 m 1 ft 1 ft [6] (a) FBD; reaction at A reaction at B [6] (b) shear diagram Vmax [6] (c) I= [12] (d) Tat c = %3D Tat D = Tat E = %3D %3D
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