Figure 4 Determine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is M clockwise. Also determine the support reactions at the fixed support A. W: = 16 kN/m W = 12 kN/m M = 35 kN.m c= 18 m

Figure 4 Determine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is M clockwise. Also determine the support reactions at the fixed support A. W: = 16 kN/m W = 12 kN/m M = 35 kN.m c= 18 m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.19P: A triangularly distributed 1oad with a maximum intensity of q0= 10 lb/ft acts on propped cantilever...

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

Figure 4
Determine the length b of the triangular load and
its position a on the beam such that the equivalent
resultant force is zero and the resultant couple
moment is M clockwise. Also determine the
support reactions at the fixed support A.
W₁ = 16 kN/m
W₂ = 12 kN/m
M = 35 kN.m
c = 18 m

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