An axially loaded member 600 mm long is carrying a tensile load of 40 kN. Its maximum stress is 100 Pa and its maximum deflection is 0.25 mm. Assume E = 210 GPa. The minimum area to meet both of these criteria is most nearly a. 540 mm² b. 460 mm² O c. 630 mm² O d. 420 mm²

An axially loaded member 600 mm long is carrying a tensile load of 40 kN. Its maximum stress is 100 Pa and its maximum deflection is 0.25 mm. Assume E = 210 GPa. The minimum area to meet both of these criteria is most nearly a. 540 mm² b. 460 mm² O c. 630 mm² O d. 420 mm²

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.9.15P: A W8 × 28 steel wide-flange column with pinned ends carries an axial load P. What is the maximum...

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FUndamental bodies

An axially loaded member 600 mm
long is carrying a tensile load of 40
kN. Its maximum stress is 100 Pa
and its maximum deflection is 0.25
mm. Assume E = 210 GPa. The
minimum area to meet both of
these criteria is most nearly
a. 540 mm²
O b. 460 mm²
O c. 630 mm²
O d. 420 mm²
poda

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