Metrados ACERO Vigas y Losa

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metrado de cargas

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PESO DEL ACEROkg/mlMETRADO DE ACERO EN VIGAS1/4"0.253/8"0.56DESCRIPCIONN ELEMENT.N PIEZALONGITUD1/4"3/8"1/2"5/8"3/4"1/2"0.99ELEMEN.5/8"1.55Vigas3/4"2.24Viga - V-P Eje A Tramo (1-8)3522.055/8"330.753221.951/2"131.70 Eje D Tramo (3-8)1516.15/8"80.5012161/2"32.00 Eje D Tramo (4-8)2512.15/8"121.0022121/2"48.00 Eje A Yd Tramo (3-4)253.955/8"39.50223.851/2"15.40 Eje A y D Tramo (5-6)254.45/8"44.00224.31/2"17.20 EstribosEje AyD Tramo (1-2)5360.823/8"147.60 Eje A y D Tramo (2-3)11360.823/8"324.72 Eje Ay D Tramo (3-4)6340.823/8"167.28 Eje A y D Tramo (4-5)7420.823/8"241.08 Eje A y D Tramo (5-6)6340.823/8"167.28 Eje A y D Tramo (6-7)6300.823/8"147.60 VIGA V-P1Eje D Tramo (3-1)146.95/8"27.60Eje C Tramo (3-1)145.855/8"23.40Eje B y C Tramo (7-6)643.45/8"81.60Eje D Tramo (3-4)243.85/8"30.40Eje A Tramo (4-5)145.25/8"20.80ESTRIBOSEje D Tramo (3-1)1361.023/8"36.72 Eje C Tramo (3-1)1361.023/8"36.72 Eje B y C Tramo (7-6)6151.023/8"91.80 Eje D Tramo (3-4)2161.023/8"32.64 Eje A Tramo (4-5)1221.023/8"22.44 VIGA V-VEje A y D Tramo (1)440.9255/8"14.80410.921/2"3.68 Eje A y D Tramo (1)241.455/8"11.60211.41/2"2.80 ESTRIBOSEje A y D Tramo (1)460.823/8"19.68 Eje A y D Tramo (1)280.823/8"13.12 VIGA V-DEje C' Tramo (1)141.1251/2"4.50 Eje C' Tramo (2-3)141.7751/2"7.10 Eje B Tramo (4-5)144.451/2"17.80 Eje A-D Tramo (1)344.451/2"53.40 Eje C' Tramo (2-3)143.21/2"12.80 Eje C'yD Tramo (1-2)141.751/2"7.00 ESTRIBOSEje C' Tramo (1)1120.581/4"6.96 Eje C' Tramo (2-3)1110.581/4"6.38 Eje B Tramo (4-5)1230.581/4"13.34 Eje A-D Tramo (1)3280.581/4"48.72 Eje C'yD Tramo (1-2)1110.581/4"6.38 Eje C' Tramo (2-3)1170.581/4"9.86 VIGA V-AEje 8 Tramo (A-D)344.451/2"53.40 Eje 7 Tramo (A-D)344.451/2"53.40 Eje 6 Tramo (A-)444.451/2"71.20 Eje 5 Tramo (A-D)444.451/2"71.20 Eje 2 Tramo (A-C)144.51/2"18.00 Eje 3 Tramo (A-D)144.451/2"17.80 ESTRIBOSEje 8 Tramo (A-D)3230.781/4"53.82 Eje 7 Tramo (A-D)3250.781/4"58.50 Eje 6 Tramo (A-D)4250.781/4"78.00 Eje 5 Tramo (A-D)4260.781/4"81.12 Eje 2 Tramo (A-C)1200.781/4"15.60 Eje 3 Tramo (A-D)1260.781/4"20.28 VIGA V-CHEje 4 Tramo (A-D)444.555/8"72.80424.451/2"35.60 Eje 3Tramo (A-D)344.555/8"54.60324.451/2"26.70 ESTRIBOSEje 4 Tramo (A-D)4261.123/8"116.48 Eje 3Tramo (A-D)3261.123/8"87.36 VIGA V-P2Eje 1 Tramo (A-D)344.555/8"54.60ESTRIBOS V-P2Eje 1 Tramo (A-D)3251.223/8"91.50 Eje 1 Tramo (A-D)3301.223/8"109.80 VIGA V-EEje B Tramo (3-4)263.251/2"39.00 ESTRIBOS V-EEje B Tramo (3-4)2170.781/4"26.52 VIGA V-REje A Y D Tramo (1-3)226.453/8"25.80 Eje A y D Tramo (8-6)225.8753/8"23.50 Eje B y C Tramo (7-6)222.683/8"10.72 Eje C Tramo (2-3)122.73/8"5.40 Eje 1 Tramo (A-D)124.353/8"8.70 Eje 2 Tramo (C-D)121.83/8"3.60 Eje 7 Tramo (B-C)122.053/8"4.10 Eje 8 Tramo (A-D)124.253/8"8.50 ESTRIBOSEje A Y D Tramo (1-3)2290.231/4"13.34 Eje A y D Tramo (8-6)2250.231/4"11.50 Eje B y C Tramo (7-6)2110.231/4"5.06 Eje C Tramo (2-3)1130.231/4"2.99 Eje 1 Tramo (A-D)1200.231/4"4.60 Eje 2 Tramo (C-D)180.231/4"1.84 Eje 7 Tramo (B-C)190.231/4"2.07 Eje 8 Tramo (A-D)1250.231/4"5.75 VIGA V-CH1EJE 2 TRAMO A-D164.451/2"26.70 ESTRIBOS V-CH1EJE 2 TRAMO A-D1240.883/8"21.12 Longitud Total472.63 1965.26 766.38 1007.95 Peso en Kilogramos por metro lineal0.25 0.56 0.99 1.55 2.24 Total en Kilogramos118.16 1100.55 758.72 1562.32 0.00 0 TOTAL (Kg)3539.74

METRADO ACERO EN LOSAS

DESCRIPCIONN ELEMENT.CANTIDADLONGITUD1/4"3/8"1/2"5/8"3/4"

Losa Aligerada

Eje A-d tramo 2-1 (5)154.25 1/2"21.25 153.25 3/8"16.25 Eje A-C' tramo 3-1 (4)1103.13/8"31.00 1101.953/8"19.50 Eje A-D tramo 6-3 (1)1404.25 3/8"170.00 1202.553/8"51.00 Eje A-B tramo 7-6 (2)351.453/8"21.75 351.453/8"21.75 Eje C-D tramo 7-6 (2)351.653/8"24.75 351.653/8"24.75 Eje A -D y D tramo 8-7 (1)3124.25 3/8"153.00 162.55 3/8"15.30 Eje A - D tramo 3-1 (1)1284.25 3/8"119.00 1142.55 3/8"35.70 Eje A-D tramo 6-4 (1)2304.25 3/8"255.00 1152.55 3/8"38.25 Eje A-D tramo 2-1 (1)1144.25 3/8"59.50 172.55 3/8"17.85 Eje A-D tramo 3-2 (6)162.953/8"17.70 161.953/8"11.70 Eje A-D tramo 4-3 (7)1104.253/8"42.50 151.953/8"9.75 Eje B-D tramo 5-4 (7)183.23/8"25.60 182.553/8"20.40 Eje A-D tramo 6-5 (7)166.753/8"40.50 162.553/8"15.30 Longitud Total4603.41 3582.95 2058.44 4011.62 Peso en Kilogramos por metro lineal0.25 0.56 0.99 1.55 2.24 Total en Kilogramos1150.85 2006.45 2037.85 6218.01 0.00 TOTAL (Kg)11413.17

&K0070C0INGENIERIA DE LA CONSTRUCCION