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Columnas - Cortas - Aci

colunas, pilares curtos

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,,,,,,,,,,,,,,,,,, ,MATERIALES:,,,,,,,,,,,,,,,,, ,HORMIGON:,,H_25,, f'c =,25,MPa,ec=,0.003,,,,,,,,, ,ACERO:,,ADN420,, fy =,420,MPa,Es=,210000,Mpa,,,,,,,, ,,,,,,,,,,,,,,,,,, ,GEOMETRIA:,,,,,,,,,,,,,,,,, ,h =,50,cm,As=A's =,18.5,cm²,AsE=,,,,,,,,,,, ,b =,50,cm,Ast =,45.6,cm²,AsL=,,,,,,,,,,, ,d' =,4,cm,Ag =,2500,cm²,,,,,,,,,,,, ,d =,46,cm,rt =,1.82%,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,ARMADURA DE DISEÑO:,,,,,,,,,,,,,,,,, ,Barras Extremas:,,10,# 6,,28.5,cm²,s1 =,100,mm,,,,,,,, ,Barras Laterales:,,6,# 6,,17.1,cm²,s2 =,100,mm,,,,,,,, ,Estribos:,,# 3,250,mm,,,(@max:,305,mm),,,,,,,, ,,,,,,,,,,,,,,,,,, ,,(b1 =,0.85,Armadura Traccionada,,,Armadura Comprimida,,,Hormigon,,,,,,0,0, ,Punto,c,a,es,fs,As.fs,e's,f's,A's.f's,C = 0.85 f'c.a.b,,Pn,Mn,e,f,fPn,fMn, ,,[cm],[cm],,[Mpa],[T],,[Mpa],[ T ],[ T ],,[ T ],[Tm],[cm],,[ T ],[Tm], ,Pnmax,,,,,,,,,,Pn(max) =,713.1,0.0,0.00,0.65,463.5,0.0, ,Padm,,,,,,,,,,"Pn(adm) = 0,8.Pn(max) =",570.5,0.0,0.00,0.65,370.8,0.0, ,1,60,51.0,-0.0007,-147,-27.2,0.0028,420,77.8,541.88,,646.9,7.9,0.01,0.65,370.8,5.1, ,2,55.4,47.1,-0.0005,-106.625387,-19.8,0.0028,420,77.8,500.07,,597.6,19.5,0.03,0.65,370.8,12.7, ,3,50.7,43.1,-0.0003,-58.88513514,-10.9,0.0028,420,77.8,458.27,,547.0,29.8,0.05,0.65,355.5,19.4, ,4,46.1,39.2,0.0000,-1.56133829,-0.3,0.0027,420,77.8,416.47,,494.6,38.8,0.08,0.65,321.5,25.2, ,5,41.5,35.3,0.0003,68.55371901,12.7,0.0027,420,77.8,374.67,,439.8,46.6,0.11,0.65,285.9,30.3, ,6,36.9,31.3,0.0007,156.2790698,29.0,0.0027,420,77.8,332.87,,381.7,53.5,0.14,0.65,248.1,34.8, ,7,32.2,27.4,0.0013,269.2021277,49.9,0.0026,420,77.8,291.06,,319.0,59.7,0.19,0.65,207.4,38.8, ,Pb,27.6,23.5,0.0020,420,77.8,0.0026,420,77.8,249.26,,249.3,65.8,0.26,0.65,162.0,42.7, ,8,24.4,20.8,0.0027,420,77.8,0.0025,420,77.8,220.56,,220.6,64.9,0.29,0.65,143.4,42.2, ,9,21.2,18.1,0.0035,420,77.8,0.0024,420,77.8,191.85,,191.9,63.3,0.33,0.65,124.7,41.2, ,10,18.1,15.4,0.0046,420,77.8,0.0023,420,77.8,163.15,,163.1,60.9,0.37,0.65,106.0,39.6, ,11,14.9,12.7,0.0063,420,77.8,0.0022,420,77.8,134.45,,134.4,57.8,0.43,0.65,87.4,37.6, ,12,11.7,10.0,0.0088,420,77.8,0.0020,414.7686431,76.8,105.74,,104.8,53.7,0.51,0.65,68.1,34.9, ,13,8.5,7.3,0.0132,420,77.8,0.0016,334.5720077,62.0,77.04,,61.2,45.8,0.75,0.66,40.1,30.0, ,P=0,5.35,4.5,0.0228,420,77.8,0.0008,159.1183855,29.5,48.33,,0.0,33.5, ,0.90,0.0,30.2, ,14,4.01,3.4,0.0314,420,77.8,0.0000,2.157847396,0.4,36.25,,-41.2,24.9,-0.60,0.90,-37.0,22.4, ,15,2.68,2.3,0.0486,420,77.8,-0.0015,-311.7632289,-57.8,24.17,,-111.4,10.0,-0.09,0.90,-100.3,9.0, ,M=0,Tracción Pura,,,,,,,,,,-191.5,0.0,0.00,0.90,-172.4,0.0, ,,,,,,,,,,,,,,,,,, ,CARGAS DE DISEÑO:,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,Nu [t],Mu [tm],,,,,,,,,,,,,,,, ,150,20,,,,,,,,,,,,,,,, ,120,10,,,,,,,,,,,,,,,, ,160,5,,,,,,,,,,,,,,,, ,50,7,,,,,,,,,,,,,,,, ,200,27,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,