: By using LRFD method, select a W10 shape for column GH shown in figure for thefollowing data:W= 200 Ib/ftW = 1000 Ib/ft%3!Loads for slab are Wo=200 lb/ft,KBH.W=1000 lb/ft, column GH is designed30ftW10?*as inelastic behavior, the used steelwwwmAJA572-Grade 50.Pu :50ft50ft-50ftAll beams are W10*100

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: By using LRFD method, select a W10 shape for column GH shown in figure for the following data: W= 200 Ib/ft W = 1000 Ib/ft %3! Loads for slab are Wo=200 lb/ft, K B W=1000 lb/ft, column GH is designed 30ft W10?* as inelastic behavior, the used steel wwwm J A572-Grade 50. Pu : 50ft 50ft - 50ft All beams are W10*100

: By using LRFD method, select a W10 shape for column GH shown in figure for the following data: W= 200 Ib/ft W = 1000 Ib/ft %3! Loads for slab are Wo=200 lb/ft, K B W=1000 lb/ft, column GH is designed 30ft W10?* as inelastic behavior, the used steel wwwm J A572-Grade 50. Pu : 50ft 50ft - 50ft All beams are W10*100

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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A rigid weightless be am SUPPorted at the point D by the pixed goint loo ded by the momend M is Support and points B and c holding the beam horisonta lly . a + the ver tical bs connected are For the data listed below determne ! Data > E = 2.1x10$ MPa gie ld stres 6y: 250 MPa , foctor oc Sofety Sr-1.S * Necessoy are a wetion A ? Of Cross - Other Data ; I 5 cM , a : U cm Ma SONM Safety · design method ond limit-state- mordatory. * Use both, Factorr design netled. Both net hats A.E 2A a