Hoja1METRADO DE CARGASEJE 1 -Tramo ABCargas PermanentesSubtotalPeso Propio de Viga0.250.62.40.360.68Peso de Techo0.80.30.24Peso de Acabados0.80.10.08WD=CMPeso de Tabiqueria Equiv0.80.150Peso de Muro h=1,800.151.81.90.000.00Carga VivaSobrecarga S/C0.80.1250.10.1WL=CVMETRADO DE CARGASEJE 1 -Tramo BCCargas PermanentesSubtotalPeso Propio de Viga0.250.62.40.360.69Peso de Losa maciza1.50.152.40.54Peso de Acabados1.50.10.15WD=CMPeso de Muro h=2,500.152.51.90.000.36Carga VivaSobrecarga S/C1.50.20.30.3WL=CVRESUMEN DE PESO WDWLWT100%CM+50%CVHcotaWHFsismica35.741.056.2711.0068.9152.69210.682.111.738.0093.843.66112.262.113.315.0066.552.6031.31229.3058.94VbasalV=ZUCSP/R8.9442857143tonZUCS/R0.2857142857

2TRAMOSE2.00E+06TON/M2I2.60E-03M4L32311.113466.67-2311.113466.67ke13466.676933.33-3466.673466.672311.11-3466.672311.11-3466.673466.673466.67-3466.676933.334X4A10000(AT)(ke)(A)Matriz Transformacion00104X2AT10001Matriz Transpuesta00002X4(AT)(ke)3466.66666666673466.6666666667-3466.66666666676933.333333333300002X4(AT)(ke)(A)6933.330Aporte Individual00KT6933.330+52002600=12133.332600002600520026005200

2 parte

q equiva=-3-1.5-31.54x1

Q concetrado002X1(AT)(q equiva)1.50suma(AT)(q equi)1.5+-2.67-1.1702.67=2.672X1

Finalmente Q total=-1.172.672X13 PARTE inversa de KT =0.0000923077-0.0000461539-0.00004615390.00021538462X2D=-0.00023123080.0006290772X14 PARTE (ke)(A)qe Fuerza=3466.666666666703466.66666666670XD-q equi-3466.666666666706933.333333333304X2-0.80160024662.1983997534-0.8016002466-q equi=0.69839975340.80160024663.8016002466-1.6032004933-3.1032004933

3 TRAMOSE2.00E+06TON/M2I2.60E-03M4L32311.113466.67-2311.113466.67ke3466.676933.33-3466.673466.672311.11-3466.672311.11-3466.673466.673466.67-3466.676933.334X4

A0000000001004X3

AT0001000000003X4(AT)(ke)3466.66666666673466.6666666667-3466.66666666676933.3333333333000000003X4

(AT)(ke)(A)6933.3333333333000000003X3KT153000000153036+400+000=436044500000544

2 parte

q equiva=11114x1Q concetrado0003x1(AT)(q equiva)100

suma(AT)(q equi)11242+1+2=53126Finalmente Q total=4563x13 PARTE inversa de KT-0.1967213115-0.1311475410.34426229510.2295081967-0.18032786890.09836065570.01639344260.3442622951-0.27868852463x3(D)=0.62295081970.6065573770.11475409843x1(ke)(A)4 PARTE qe Fuerza=3466.6666666667003466.666666666700xD-q equi-3466.6666666667006933.3333333333004x32159.56284153012158.56284153012159.5628415301-q equiva=2158.5628415301-2159.5628415301-2160.56284153014319.12568306014318.1256830601