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PLanilha carga vigas
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F1RELATRIO DE PEA ESTRUTURALERRO006OBRA:POSTO ASTORGAFOLHA:1/20LADO 1001110DIMENSESLARG. cmALTURA cmCOMPRIM. mREBAIXO LATERAL 1REBAIXO LATERAL 2APOIADA PAREDEF C KSLAMPALTTB1TB2001515402.50150.0NO25840250.00020ELEMENTOVIGA DE BALDRAMEQUANTIDADELADO 2212513567106ALTTB1TB23130403010410510ElementoPosioAo mmQtde.CortePesoComp. TotalPeso TotalAcres. %Peso c/ Acresc.610VB1N1CA60 5,0mm171.000.15417.002.61810%2.880NomePeso (Kg/M)...key de usoindiceTipoColunas54N2CA50 8,0mm22.450.3954.901.93610%2.129CA60 4,2mm0.1094.20000CA60 4,2mm1N3CA50 10,0mm32.750.6178.255.0905%5.345CA60 5,0mm0.15450011CA60 5,0mm2N4CA50 6,3mm22.450.2454.901.2015%1.261CA50 6,3mm0.2456.30012CA50 6,3mm3N50.00.00.00.0CA50 8,0mm0.39580013CA50 8,0mm40.00.00.00.0CA50 10,0mm0.617100014CA50 10,0mm00.00.00.00.0CA50 12,5mm0.96312.50000CA50 12,5mm00.00.00.00.0CA50 16,0mm1.578160000CA50 16,0mm00.00.00.00.0CA50 20,0mm2.466200000CA50 20,0mm00.00.00.00.0x000000x0.00.00.00.0x000000x0.00.00.00.0x000000xTotais10.84411.614x000000xx000000xRESUMO - AO CA50/CA60TABELA DE FORMASx000000xAoCompr.Peso TotalQtde. BarrasALTQTDE. P/ FORMAQTDE. TOTALTOTAL (MTS)peso brqtd brsx000000x1CA60 5,0mm5.017.002.6181711016.0015.000.15417x000000x2CA50 6,3mm6.34.901.201522516.0015.000.2454.9x000000x3CA50 8,0mm8.04.901.936533016.0015.000.3954.94CA50 10,0mm10.08.255.090940.016.0015.000.6178.250--0.00.00.050.016.0015.00000--0.00.00.060.016.0015.00000--0.00.00.000.00.00.00.0000--0.00.00.000.00.00.00.000
ESPECIFICAESUnd.UnitTotalVolume de Concretom0.1500.900Taxa de Armadura (peso SEM acrscimo)kg / m72.295Peso Aproximadokg280.8441800peso fck
TabelasVERGALHESFCKNomePeso (Kg/M)......FCKPESO P/ M......TIPOACRESC.CA60 4,2mm0.1094.2151,800VIGA DE BALDRAME0CA60 5,0mm0.1545.0201,800VIGA INTERMEDIRIA5CA50 6,3mm0.2456.3251,800VIGA DE LAJE5CA50 8,0mm0.3958.0301,800VIGA DE RESPALDO5CA50 10,0mm0.61710.0351,800CINTA DE RESPALDO5CA50 12,5mm0.96312.5PILAR0CA50 16,0mm1.57816.0BLOCO0CA50 20,0mm2.46620.0BLOCO DE FUNDAO0x0.00.0SAPATA0x0.00.0x0.00.0x0.00.0x0.00.0x0.00.0x0.00.0x0.00.0x0.00.0
Paramentrosmedias de tabuasConcreto Armado 1,800.00kg/m10010Pontos de Iamento2pontos151515202020SIM252525NO303030-09999930000000000