Hoja1Carga/areaAncho TributCarga/mlt/m2mt/mTecho0.304.301.29Amoblaje y pisos0.204.300.86CM2.15CV0.254.301.08CU = 1.5CM + 1.8CV5.16CLCULO DE LOS COEFICIENTES K, EN UNA VIGA DE SECION CONSTANTE Y VARIABLE LINEAL SIMTRICA, CON CARGAUNIFORMEMENTE REPARTIDA, P/CALCULAR LOS MOMENTOS DE EMPOTRAMIENTO PERFECTO EN AMBOS EXTREMOS DE LA VIGA CDL=7.90mwh = a + [ (c - x) * (b - a) / (c) ]; 0 < x =< ca=0.40mbabh = a; c < x < (L-c)b=0.70mh = a + [ (b - a) * ( x - (L-c) ) / (c) ]; (L-c) =< x < Lc=2.60mCc L - 2c cDw=5.16tn/mLiexxIMiK1=(x/I)*eK2=(L-x) *e / Ik3=(L-x)* x * e / Ik4=Mi * x *e / Ik5=Mi * (L-x) * e / I10.3950.3950.1560250.02347.64834552.6387952.585450.136151.0937970.779820.3950.790.62410.018814.49160213.10721061.6829117.9648240.43582163.922230.3951.1851.4042250.014920.529769537.24491195.9755211.0545645.25693656.456040.3951.582.49640.011625.76284885.28591364.5748341.14371390.63825562.552950.3951.9753.9006250.008830.1908375175.69851581.2866527.09552685.81538057.445960.3952.375.61690.006533.813738343.08401867.9017800.52934894.916411421.471570.3952.7657.6452250.005336.6315495566.22451952.89671051.55977501.511713931.378980.3953.169.98560.005338.644272739.55851664.00661109.33789044.208813566.313290.3953.55512.6380250.005339.8519055936.00371398.22781144.004610492.695412824.4055100.3953.9515.60250.005340.254451155.56021155.56021155.560211776.313611776.3136110.3954.34518.8790250.005339.85190551398.2278936.00371144.004612824.405510492.6954120.3954.7422.46760.005338.6442721664.0066739.55851109.337813566.31329044.2088130.3955.13526.3682250.005336.63154951952.8967566.22451051.559713931.37897501.5117140.3955.5330.58090.006533.8137381867.9017343.0840800.529311421.47154894.9164150.3955.92535.1056250.008830.19083751581.2866175.6985527.09558057.44592685.8153160.3956.3239.94240.011625.7628481364.574885.2859341.14375562.55291390.6382170.3956.71545.0912250.014920.52976951195.975537.2449211.05453656.4560645.2569180.3957.1150.55210.018814.4916021061.682913.1072117.96482163.9222240.4358190.3957.50556.3250250.02347.6483455952.58542.638750.1361970.779851.093717093.544217093.544211861.2120120877.6117120877.6117MCD =32.9802MDC =-32.9802DISEO POR FLEXION : VIGA ACARTELADA [ (100 a 55) x 30]DENOM.1-i11-dLuz7.97.907.9b [cm]303030h [cm]704070d [cm]643464f'c [kg/cm2]210210210fy [kg/cm2]420042004200Mu [ton-m]9.895.659.89a asum3.293.653.29As =4.204.654.20a calc3.293.653.29As min4.642.464.64As asum4.644.654.64Long [-]1.581.98Long [+]1.130.99As. Princ.5/85/85/8# AP222Area P.3.963.963.96As. Sec1/21/21/2# ASec111Area Bastn1.271.271.27Area Tot5.235.235.23Compara con la fila 66VerifOKOKOK

Hoja2

Hoja3