E Cable 1.5 m A B D -2.0 m- - 2.0 m- –2.0 m- W = 27 kN (a) E Moment release Cable 1.5 m B D -2.0 m 2.0 m- -2.0 m- W = 27 kN (b) PROBLEM 4.3-26
E Cable 1.5 m A B D -2.0 m- - 2.0 m- –2.0 m- W = 27 kN (a) E Moment release Cable 1.5 m B D -2.0 m 2.0 m- -2.0 m- W = 27 kN (b) PROBLEM 4.3-26
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.4.8P: Solve the preceding problem for the following data:P = 160 kN,JV = 200 tN,L = 2 m,b = 95 mm, h = 300...
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The simply supported beam ABCD is loaded by a weight W = 27 kN through the arrangement shown in the figure part a. The cable passes over a small frictionless pulley at B and is attached at E to the end of the vertical arm. a. Calculate the axial force JV, shear force V, and bending moment M at section C, which is just to the left of the vertical arm. Note: Disregard the widths of the beam and vertical arm and use centerline dimensions when making calculations. b. Repeat part (a) if a roller support is added at C and a moment release is inserted just left of C (see figure part b).
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