A custom-made beam as shown in figure 1 deflects 1 cm when a distributed load of 40 kN/m is applied along its total length (when simply supported). Find out the safe load when this beam is used as a column with ends fixed. Use Euler's formula and consider a safety factor of 3. Take E = 2 x 105 MPa. X 30 cm 2 cm 5 cm X 100 cm

A custom-made beam as shown in figure 1 deflects 1 cm when a distributed load of 40 kN/m is applied along its total length (when simply supported). Find out the safe load when this beam is used as a column with ends fixed. Use Euler's formula and consider a safety factor of 3. Take E = 2 x 105 MPa. X 30 cm 2 cm 5 cm X 100 cm

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 9.5.3P: Copper beam AB has circular cross section with a radius of 0.25 in. and length L = 3 ft. The beam is...

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