A 200-Kip l0ad P is applied tothe Pin-ended rectongular lumbercolomn Shown below.The column is braced in the weakdirection Shown below.The lumber used has an allowableStress in compresston Gal=150u psiand Ez 450 x 10° psifind the smablest cross section thatcan. be used ; factor of safety of 2.5d-ab7 ft8 ft Мy=IMc17.18.OmaxIM1M19.Отах20.%3DSEI1= Σ( + Ad?)E(yA)y21.22.ΣΑ23.bh3I :24.bh2S =122EI25.Per26.Ocr =L2(L/r)²VQT =ItVQ27.28.I3VV29.Ттах30.Ттах2AdtwkN1 GPa = 106m2103 ттkN1 MPа — 103m21 т %31°-rad180lbkksi =in?psiin?lb.ft= 550S1 hр :

Any member or structural element of the structure should be designed for the safe load. The member…

A 200-Kip 1oad P is applied to the pin-ended rectongular lumber column Shown below. The column is braced in the weak direction Shown below. The lumber used has an allowable stress in compraSSIon Gau=1500 psi and E= 450x 10? psi find the smablest cross secton that cam be uscd ; d-ab factor of safety of 2.5 P. 7 ft 8 ft B.

A 200-Kip 1oad P is applied to the pin-ended rectongular lumber column Shown below. The column is braced in the weak direction Shown below. The lumber used has an allowable stress in compraSSIon Gau=1500 psi and E= 450x 10? psi find the smablest cross secton that cam be uscd ; d-ab factor of safety of 2.5 P. 7 ft 8 ft B.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.8P

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