vigas -diseño rotura - (armadura longitudinal) - modelo 2
TRANSCRIPT
Viga - Diseo TipoVigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)2525r(cm)33L22 dudaLv (cm)5005000.0073805618(M22+N22)/(C10*C12)d=h-rffFlexin ==> RoturaCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm2909.27-2365.13Abajo (+)1-3V25_402365.1301801.7578125Doble626.06.924.32Cumple6f204f120.000Cumple11.240.0112392842Ok19V13_402518.275248.4375-217.979333333330.4581666667No requiere20.00.42f8 @ 20830.736-1600.287Arriba (-)V25_40909.271801.7578125Simple-791.515.12-Cumple6f18-Cumple15.120.0151227679Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)4-6V46_35251600.291353.32Doble424.818.052.93Cumple6f202f14Arriba (-)V46_3525830.741353.32Simple-430.315.12-Cumple6f18-
mmcmA cm2480.80.5032.01061929831010.7853.1415926536121.21.1314.5238934212161.62.0118.0424771932181.82.54510.17876019762023.14212.5663706144222.23.80115.2053084434252.54.90919.6349540849282.86.15824.6300864041323.28.04232.1699087728363.610.17940.7150407905
Piso1Vigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)2525r(cm)33L22 dudaLv (cm)5005000.0088211508(M22+N22)/(C10*C12)d=h-rffFlexin ==> RoturaCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm21070.059-2173.684Abajo (+)1-3V25_402173.6841801.7578125Doble413.38.272.85Cumple4f184f1015.710.016Cumple11.120.0111218049Ok19V13_402518.275248.4375-217.979333333330.4581666667No requiere20.00.42f8 @ 20Arriba (-)V25_401070.061801.7578125Simple-612.815.12-Cumple4f22-19.6350.0196349541Cumple15.120.0151227679Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)4-6V46_35250.001353.32Simple-1353.315.12-Cumple6f202f14Arriba (-)V46_35250.001353.32Simple-1353.315.12-Cumple6f18-
mmcmA cm2480.80.5032.01061929831010.7853.1415926536121.21.1314.5238934212161.62.0118.0424771932181.82.54510.17876019762023.14212.5663706144222.23.80115.2053084434252.54.90919.6349540849282.86.15824.6300864041323.28.04232.1699087728363.610.17940.7150407905
Piso 2Vigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)2525r(cm)33L22 dudaLv (cm)5005000.0085411868(M22+N22)/(C10*C12)d=h-rffFlexin ==> RoturaCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm21039.238-2152.638Abajo (+)1-3V25_402152.6381801.7578125Doble389.98.012.69Cumple4f184f1015.710.016Cumple10.700.0106979553Ok19V13_402518.275248.4375-217.979333333330.4581666667No requiere20.00.42f8 @ 20Arriba (-)V25_401039.241801.7578125Simple-647.015.12-Cumple4f22-19.6350.0196349541Cumple15.120.0151227679Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)4-6V46_35250.001353.32Simple-1353.315.12-Cumple6f202f14Arriba (-)V46_35250.001353.32Simple-1353.315.12-Cumple6f18-
mmcmA cm2480.80.5032.01061929831010.7853.1415926536121.21.1314.5238934212161.62.0118.0424771932181.82.54510.17876019762023.14212.5663706144222.23.80115.2053084434252.54.90919.6349540849282.86.15824.6300864041323.28.04232.1699087728363.610.17940.7150407905
Piso 3Vigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)3025r(cm)33L22 dudaLv (cm)5005000.0107035009SI(K23="Doble",0.271*$C$12*$C$13*$C$4/$C$5+L23/($C$5*($C$12-$C$14)),0.271*$C$12*$C$13*$C$4/$C$5)(M22+N22)/(C10*C12)d=h-rffFlexin ==> RoturaCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm21526.328-3115.263Abajo (+)1-3V30_403115.2632162.109375Doble1059.112.047.31Cumple4f204f1625.40.021Cumple19.350.0161252819Ok19V13_402518.275298.125-267.666833333330.4581666667No requiere20.00.50f8 @ 20Arriba (-)V30_401526.332162.109375Simple-466.218.01-Cumple4f25-19.60.0163624617Cumple18.010.0150083333Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)4-6V46_35250.001353.32Simple-1353.318.15-Cumple6f202f14Arriba (-)V46_35250.001353.32Simple-1353.318.15-Cumple6f18-
mmcmA cm2480.80.5032.01061929831010.7853.1415926536121.21.1314.5238934212161.62.0118.0424771932181.82.54510.17876019762023.14212.5663706144222.23.80115.2053084434252.54.90919.6349540849282.86.15824.6300864041323.28.04232.1699087728363.610.17940.7150407905
Piso 4Vigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)3025r(cm)33L22 dudaLv (cm)5005000.0105836487SI(K23="Doble",0.271*$C$12*$C$13*$C$4/$C$5+L23/($C$5*($C$12-$C$14)),0.271*$C$12*$C$13*$C$4/$C$5)(M22+N22)/(C10*C12)d=h-rffFlexin ==> RoturaCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm21511.236-3160.595Abajo (+)1-3V30_403160.5952162.109375Doble1109.411.917.66Cumple4f204f1625.40.021Cumple19.560.0163025967Ok19V13_402518.275298.125-267.666833333330.4581666667No requiere20.00.50f8 @ 20Arriba (-)V30_401511.242162.109375Simple-483.018.01-Cumple4f25-19.60.0163624617Cumple18.010.0150083333Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)4-6V46_35250.001353.32Simple-1353.318.15-Cumple6f202f14Arriba (-)V46_35250.001353.32Simple-1353.318.15-Cumple6f18-
mmcmA cm2480.80.5032.01061929831010.7853.1415926536121.21.1314.5238934212161.62.0118.0424771932181.82.54510.17876019762023.14212.5663706144222.23.80115.2053084434252.54.90919.6349540849282.86.15824.6300864041323.28.04232.1699087728363.610.17940.7150407905
Piso 5Vigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)3525r(cm)33L22 dudaLv (cm)5005000.0117513952(M22+N22)/(C10*C12)d=h-rffFlexin ==> RoturaCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm21932.411-4285.726Abajo (+)1-3V35_404285.7262522.4609375Doble1959.215.1013.52Cumple6f186f1830.540.022Cumple28.620.0204435246Ok19V13_402518.275347.8125-317.354333333330.4581666667No requiere20.00.58f8 @ 20Arriba (-)V35_401932.412522.4609375Simple-375.321.17-Cumple4f28-24.6300.0175929189Cumple21.170.0151227679Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)4-6V46_35250.001353.32Simple-1353.321.17-Cumple6f202f14Arriba (-)V46_35250.001353.32Simple-1353.321.17-Cumple6f18-
mmcmA cm24680.80.5032.01061929833.01592894741010.7853.14159265364.7123889804121.21.1314.52389342126.7858401318161.62.0118.042477193212.0637157898181.82.54510.178760197615.26814029642023.14212.566370614418.8495559215222.23.80115.205308443422.8079626651252.54.90919.634954084929.4524311274282.86.15824.630086404136.9451296062323.28.04232.169908772848.2548631591363.610.17940.715040790561.0725611858
Piso 6Vigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)3525r(cm)33L22 dudaLv (cm)5005000.0128651168(M22+N22)/(C10*C12)d=h-rffFlexin ==> RoturaCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm22089.209-4363.644Abajo (+)1-3V35_404363.6442522.4609375Doble2045.816.8914.12Cumple6f104f2234.050.024Cumple31.000.0221456323Ok19V13_402518.275347.8125-317.354333333330.4581666667No requiere20.00.58f8 @ 20Arriba (-)V35_402089.212522.4609375Simple-201.121.17-Cumple4f28-24.6300.0175929189Cumple21.170.0151227679Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)4-6V46_35250.001353.32Simple-1353.321.17-Cumple6f202f14Arriba (-)V46_35250.001353.32Simple-1353.321.17-Cumple6f18-
mmcmA cm24680.80.5032.010619298312.061010.7853.141592653618.85121.21.1314.523893421227.14161.62.0118.042477193248.25181.82.54510.178760197661.072023.14212.566370614475.40222.23.80115.205308443491.23252.54.90919.6349540849117.81282.86.15824.6300864041147.78323.28.04232.1699087728193.02363.610.17940.7150407905244.29
ResumenVigas - Diseo a Flexin, Verificacin por Corte
Datosfc(ton/cm2)0.250.25fy (ton/cm2)4.24.2E (ton/cn2)21002100es'0.0020.002ff0.90.9fc0.60.75h (cm)4035r (cm)2.55d (cm)37.532.5b (cm)2525r(cm)33L22 dudaLv (cm)5005000.0088211508(M22+N22)/(C10*C12)d=h-rffResumen Diseo de Acero Longitudinal en VigasCorte ==> RoturaM3 maxM3 minUbicacinPisoAsignacinM3Mn mxTipo DMAs-As+es'As-As+ArearVerificacinFrameAsignacinV2VcVsVnRefuerzosAvEstribosTonf-cmTonf-cmTextTextElementoTonf-cmTonf-cmArmaduraTonf-cmcm2cm2FierrosFierroscm2At inicialrTextElementoTonfTonfTonfTonfArmaduracmcm2909.27-2365.13Acero AbajoAbajo (+)1V25_402173.6841801.7578125Doble413.258.272.85Cumple4f184f1015.710.016Cumple11.120.0111218049Ok19V13_402518.275248.4375-217.979333333330.4581666667No requiere20.00.42f8 @ 20830.736-1600.287Arriba (-)V25_401070.0591801.7578125Simple-612.8015.12-Cumple4f22-19.630.020Cumple15.120.0151227679Ok22V46_352517.303231.875-203.03628.839No requiere15.013.11f14 @ 15Abajo (+)2V25_402152.6381801.7578125Doble389.878.012.69Cumple4f184f1015.710.016Cumple10.69795530040.0106979553OkArriba (-)V25_401039.2381801.7578125Simple-647.0515.12-Cumple4f22-19.630.020Cumple15.12276785710.0151227679OkAbajo (+)3V30_403115.2632162.109375Doble1059.0612.047.31Cumple4f204f1625.380.021Cumple19.35033831980.0161252819OkArriba (-)V30_401526.3282162.109375Simple-466.1918.01-Cumple4f25-19.630.016Cumple18.010.0150083333OkAbajo (+)4V30_403160.5952162.109375Doble1109.4311.917.66Cumple4f204f1625.380.021Cumple19.5631159820.0163025967OkArriba (-)V30_401511.2362162.109375Simple-482.9618.01-Cumple4f25-19.630.016Cumple18.010.0150083333OkAbajo (+)5V35_404285.7262522.4609375Doble1959.1815.1013.52Cumple6f186f1830.540.022Cumple28.62093445670.0204435246OkArriba (-)V35_401932.4112522.4609375Simple-375.3421.17-Cumple4f28-24.630.018Cumple21.1718750.0151227679OkAbajo (+)6V35_404363.6442522.4609375Doble2045.7616.8914.12Cumple6f104f2234.050.024Cumple31.00388517510.0221456323OkArriba (-)V35_402089.2092522.4609375Simple-201.1221.17-Cumple4f28-24.630.018Cumple21.1718750.0151227679Ok