dimensionamento laje 01

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VIGAS VIGA CONDIÇÃO VÃO MAIOR (L) ALTURA (H) V101 B 140 14.00 14 V102 B 300 30.00 30 V103 B 315 31.50 32 V104 B 140 14.00 14 V105 B 300 30.00 30 V106 B 315 31.50 32 V107 C 455 37.92 38 V108 B 755 75.50 76 V109 B 175 17.50 18 V110 C 440 36.67 37 V111 C 440 36.67 37 V112 B 175 17.50 18 V113 C 440 36.67 37 V114 C 440 36.67 37 V115 B 300 30.00 30 V116 B 315 31.50 32 V117 B 140 14.00 14 V118 B 300 30.00 30 V119 B 315 31.50 32 V120 B 140 14.00 14 V121 C 430 35.83 36 V122 B 295 29.50 30 V123 B 295 29.50 30 V124 C 430 35.83 36 V125 C 430 35.83 36 V126 B 295 29.50 30 V127 B 295 29.50 30 V128 B 295 29.50 30 V129 C 190 15.83 16 V130 B 135 13.50 14 V131 B 135 13.50 14 V132 B 725 72.50 73 V133 C 310 25.83 26 BASTA MUDAR A CONDIÇÃO E O TAMANHO DO VÃO MAIOR ALT. ARREDOND B = BI APOAIDA C=CONTÍNUAS E= ENGASTADA OU BALANÇO

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metodo em excel calculo de laje

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VIGASVIGASVIGACONDIOVO MAIOR (L)ALTURA (H)ALT. ARREDONDB = BI APOAIDA C=CONTNUAS E= ENGASTADA OU BALANOV101B14014.0014V102B30030.0030V103B31531.5032V104B14014.0014V105B30030.0030V106B31531.5032V107C45537.9238V108B75575.5076V109B17517.5018V110C44036.6737V111C44036.6737V112B17517.5018V113C44036.6737V114C44036.6737V115B30030.0030V116B31531.5032V117B14014.0014V118B30030.0030V119B31531.5032V120B14014.0014V121C43035.8336V122B29529.5030V123B29529.5030V124C43035.8336V125C43035.8336V126B29529.5030V127B29529.5030V128B29529.5030V129C19015.8316V130B13513.5014V131B13513.5014V132B72572.5073V133C31025.8326BASTA MUDAR A CONDIO E O TAMANHO DO VO MAIOR

LAJESLAJESLAJECOMPRIMENTO MENOR (LX)LX +15 CMCOMPRIMENTO MAIOR (LY)LY+ 15 CMLNMERO DE ENGASTES (N)ALTURA TIL (D)COMP. DE COBERTURA (C) DIMETRO DA BARRA (l) cmALTURA TOTAL (H)ALTURA ARRENDOALTURA REOMENDADA(CM)L128029528530021005.2502.518.2599L212514021022514003.5002.516.577L3280295300315220.505.5132.518.512599L412013528530013513.2402.516.2477L522524023525017504.3752.517.37588L612013519020513513.2402.516.2477L711012528029512513.0002.51667L8280295300315220.515.2922.518.29299L9280295300315220.505.5132.518.512599L1028029556558029507.3752.5110.3751111L11160175200215150.523.4622.516.461577L1216017531032517504.3752.517.37588L1328029556558029507.3752.5110.37511L1011L14160175200215150.523.4622.516.46157L117L1511012528029512513.0002.5166L77L16280295300315220.515.2922.518.2929L89L17280295300315220.505.5132.518.51259L99L1812013528530013513.2402.516.247L47L1922524023525017504.3752.517.3758L58L2012013519020513513.2402.516.247L67L2128029528530021005.2502.518.259L19L2212013521022513503.3752.516.3757L27L23280295300315220.505.5132.518.51259L39L2412013528530013513.2402.516.2477L2512013530031513513.2402.516.2477

BASTA MUDAR OS VALORES DAS COLUNAS EM VERDE

PILARESPILARESACTIPO DE PILARFATOR DE MAJORAO ()BASE DE INFLUNCIAALTURA DE INFLUNCIAREA DE INFLUNCIANMERO DE PAVIMENTOSFCK (MPA)PILAR QUADRADOPILAR QUADRADOPILAR RETANGULARPILAR CIRCULARPILAR CIRCULARVALORES J ARREDONDADOS NAS DIMENSES DOS PILARESLADO (cm)LADO (cm)LADO ALADO BLADO BRAIORAIO ARRENDBASTA MUDAR OS VALORES EM VERDE DE ACORDO COM O SEUP1112.4172080838c1.83.272112010.6015157.4944805389105.981910CCANTOP2131.870501497A1.35.314612011.4815158.7913667665106.478910EEXTREMIDADEP366.7788884731A1.32.69131208.1710154.451925898254.61055AAMARRADOP487.117238024C1.82.53571209.3310155.8078158683105.266010P5116.4344124252A1.34.692512010.7915157.7622941617106.087910P691.0955052395A1.33.67131209.5410156.0730336826105.384810P7133.4783757485A1.35.379412011.5515158.8985583832106.518210P8327.8946893713A1.313.214712018.11201521.85964595812510.216315P9165.7450374252C1.84.824312012.87151511.0496691617157.263510P10281.8122193114A1.311.357512016.79201518.7874812874209.471210P11276.5223053892E1.59.658412016.63201518.4348203593209.381910P12110.1176272455E1.53.846212010.4915157.3411751497105.920410P13109.429738024A1.34.410212010.4615157.2953158683105.901910P14285.861489521E1.59.984612016.91201519.0574326347209.539010P15109.6307223054A1.34.418312010.4715157.3087148204105.907310P16256.0688622754E1.58.94412016.00201517.071257485209.028210P17114.7929453593E1.54.009512010.7115157.652863024106.044810P18109.4347005988A1.34.410412010.4615157.2956467066105.902010P19374.1781437126A1.315.0812019.34201524.94520958082510.913515P20102.0381736527E1.53.56412010.1015156.8025449102105.699110P21109.429738024A1.34.410212010.4615157.2953158683105.901910P22518.0928143713C1.815.0812022.76252025.90464071863012.841915P2379.2200636228A1.33.19271208.9010155.2813375749105.021610P24109.2287537425A1.34.402112010.4515157.2819169162105.896510P2579.2225449102A1.33.19281208.9010155.281502994105.021710P26111.3155164671A1.34.486212010.5515157.4210344311105.952510P27161.5665494012A1.36.511412012.71151510.7711032934157.171310P28184.1090456587A1.37.419912013.57151512.2739363772157.655310P29111.3155164671A1.34.486212010.5515157.4210344311105.952510

VIGAS FORROVIGAS FORROVIGACONDIOVO MAIOR (L)ALTURA (H)ALT. ARREDONDB = BI APOAIDA C=CONTNUAS E= ENGASTADA OU BALANOV201B14014.0014V202B30030.0030V203B31531.5032V204B14014.0014V205B30030.0030V206B31531.5032V207C45537.9238V208B44044.0044V209B17517.5018V210C44036.6737V211C44036.6737V212B17517.5018V213C44036.6737V214C44036.6737V215B30030.0030V216B31531.5032V217B14014.0014V218B30030.0030V219B31531.5032V220B14014.0014V221C43035.8336V222B29529.5030V223B29529.5030V224C43035.8336V225C43035.8336V226B29529.5030V227B29529.5030V228B29529.5030V229C19015.8316V230B13513.5014V231B13513.5014V232B72572.5073V233C29524.5825V234C29524.5825V235C29524.5825V236B29529.5030