E Cable 1.5 m A В D -2.0 m- -2.0 m- 2.0 m- W = 27 kN (a) E Moment release Cable 1.5 m A B D -2.0 m- -2.0 m 2.0 m- W = 27 kN (b)
E Cable 1.5 m A В D -2.0 m- -2.0 m- 2.0 m- W = 27 kN (a) E Moment release Cable 1.5 m A B D -2.0 m- -2.0 m 2.0 m- W = 27 kN (b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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 Band 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 isjust 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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