The wood column is pinned at its base and top. Take E= 10 GPa and or= 15 MPa. (Figure 1)Figure150 mm"25 mm25 mm75 mm 75 mm1 of 1Part AIf the eccentric force P = 11.8 kN is applied to the column, determine the maximum normal stress.Express your answer to three significant figures and include the appropriate units.TIGB =SubmitPart BValueRequest AnswerSubmitUnitsIf the eccentric force P = 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or yielding.?O The column is adequate to support this loading without buckling or yielding.O The column is inadequate to support this loading without buckling or yielding.Request Answer

Given Maximum force, P = 11.8 kN Modulus of elasticity, E = 10 GPa Yield stress = 15 MPa Find…

The wood column is pinned at its base and top. Take E= 10 GPa and oy = 15 MPa (Figure 1) Figure 150 mm 3.5 m CS 25 mm = 25 mm 75 mm 75 mm 1 of 1 ▾ Part A If the eccentric force P=11.8 kN is applied to the column, determine the maximum normal stress. Express your answer to three significant figures and include the appropriate units. Tmax= Submit Part B μA Value Submit Request Answer A Units If the eccentric force P= 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or y Request Answer ? O The column is adequate to support this loading without buckling or yielding. O The column is inadequate to support this loading without buckling or yielding.

The wood column is pinned at its base and top. Take E= 10 GPa and oy = 15 MPa (Figure 1) Figure 150 mm 3.5 m CS 25 mm = 25 mm 75 mm 75 mm 1 of 1 ▾ Part A If the eccentric force P=11.8 kN is applied to the column, determine the maximum normal stress. Express your answer to three significant figures and include the appropriate units. Tmax= Submit Part B μA Value Submit Request Answer A Units If the eccentric force P= 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or y Request Answer ? O The column is adequate to support this loading without buckling or yielding. O The column is inadequate to support this loading without buckling or yielding.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.7.10P: Three round, copper alloy bars having the same length L but different shapes are shown, in the...

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