A cantilever beam with a uniform load (seefigure) has a height h equal to 1/8 of the length L.The beam is a steel wide-f lange section withE = 28 x 106 psi and an allowable bending stressof 17,500 psi in both tension and compression. Calculatethe ratio δ/L of the deflection at the free endto the length, assuming that the beam carries themaximum allowable load. (Use the formulas ofExample 9-2.)
A cantilever beam with a uniform load (seefigure) has a height h equal to 1/8 of the length L.The beam is a steel wide-f lange section withE = 28 x 106 psi and an allowable bending stressof 17,500 psi in both tension and compression. Calculatethe ratio δ/L of the deflection at the free endto the length, assuming that the beam carries themaximum allowable load. (Use the formulas ofExample 9-2.)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.3.7P: A cantilever beam with a uniform load (see figure) has a height h equal to 1/8 of the length L. The...
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A cantilever beam with a uniform load (see
figure) has a height h equal to 1/8 of the length L.
The beam is a steel wide-f lange section with
E = 28 x 106 psi and an allowable bending stress
of 17,500 psi in both tension and compression. Calculate
the ratio δ/L of the deflection at the free end
to the length, assuming that the beam carries the
maximum allowable load. (Use the formulas of
Example 9-2.)
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