Installed appointment of a beam made of a U profile in the figure Find the length c of the overhangs so that it can move. Of the material Safety stress (ơç) emn = 50 N / mm2 for tensile and compression conditions, (ob) emn = 80 N / mm2. Support spacing of the beam L = 6 m, cross section tape a = 210 mm, b = 150 mm and etc. t = 40 mm. The loading condition is P = 30 kN and q0 = 40 kN / m L B (Kesit)

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 9.9.5P: A simple beam ACB supports a uniform load of intensity q on the left-hand half of the span (see...
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Materials Mechanics II

Installed appointment of a beam made of a U profile in the figure
Find the length c of the overhangs so that it can move. Of the
material
Safety stress (oç) emn = 50 N / mm2 for tensile and compression
conditions,
(ob) emn = 80N / mm2. Support spacing of the beam L = 6 m,
cross section
tape a = 210 mm, b = 150 mm and etc. t = 40 mm.
The loading condition is P = 30 kN and q0 = 40 kN / m
B
(Kesit)
Transcribed Image Text:Installed appointment of a beam made of a U profile in the figure Find the length c of the overhangs so that it can move. Of the material Safety stress (oç) emn = 50 N / mm2 for tensile and compression conditions, (ob) emn = 80N / mm2. Support spacing of the beam L = 6 m, cross section tape a = 210 mm, b = 150 mm and etc. t = 40 mm. The loading condition is P = 30 kN and q0 = 40 kN / m B (Kesit)
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