1.8 kN 3.6 kN Since the safety normal stress 40 mm of the wood used for the beam and loading condition shown in the figure is 12 MPa, determine the optimum cross |D 0.8 m 0.8 m 0.8 m section height (mm) of the Formüller: F.L o = E.£, ɛ=, AL = a.LAT , AL =- beam. A.E A AV T.P = V GJ e, =6, -vlo,+0,), o =-y.o=: M M F

1.8 kN 3.6 kN Since the safety normal stress 40 mm of the wood used for the beam and loading condition shown in the figure is 12 MPa, determine the optimum cross |D 0.8 m 0.8 m 0.8 m section height (mm) of the Formüller: F.L o = E.£, ɛ=, AL = a.LAT , AL =- beam. A.E A AV T.P = V GJ e, =6, -vlo,+0,), o =-y.o=: M M F

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 1.10.2P: A copper alloy pipe with a yield stress aY= 290 MPa. is to carry an axial tensile load P = 1500 kN...

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