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HOJA DE METRADOS ACERO PARTIDA DISEÑO DEL FIERRO Ø LONGITUD 1/4" 3/8" 1/2" 5/8" 3/4" 01.00.00 ACERO EN VIGAS 3/4" 18 2 6.75 243.00 5/8" 18 4 6.75 486.00 1/2" 18 2 4.80 172.80 3/8" 18 41 1.50 ### 1/2" 3 4 3.40 40.80 1/4" 3 23 0.60 41.40 1/2" 3 4 3.40 40.80 1/4" 3 23 0.80 55.20 1/2" 3 4 4.40 52.80 1/4" 3 31 0.80 74.40 1/2" 3 4 4.40 52.80 1/4" 3 31 0.80 74.40 1/2" 6 4 3.35 80.40 1/4" 6 21 0.60 75.60 1/2" 1 8 2.97 23.76 1/4" 1 13 1.20 15.60 3/8" 1 4 3.72 14.88 1/4" 1 13 0.90 11.70 3/8" 1 4 7.39 29.56 1/4" 1 29 0.90 26.10 1/2" 2 6 3.91 46.92 1/4" 2 14 0.90 25.20 1/2" 1 6 4.58 27.48 1/4" 1 16 0.90 14.40 CORTE 1 - 1 3/8" 1 2 3.68 7.36 1/4" 1 16 0.90 14.40 LT = LONGITUD TOTAL EN VARILLAS EN MT 428.40 ### 538.56 486.00 243.00 PESO ESPECIFICO DE CADA VARILLA (KG / ML) 0.256 0.560 0.994 1.552 2.250 TOTAL KGS - SUMATORIA 109.67 648.93 535.33 754.27 546.75 TOTAL 2,594.95 Nº ELEM. IGUALES Nº DE PIEZAS IGUALES LONG. X ELEM. VIGA P G-G (0.30 X 0.50) VIGA S1 F-G (0.15 X 0.20) VIGA S1 F-G (0.25 X 0.20) VIGA S (0.25 X 0.20) VIGA S1 (0.15 X 0.20) VIGA VS2 D-E (0.15 X 0.20) VIGA CH (0.40 X 0.20) VIGA P4 (0.15 X 0.30) VIGA P5 (0.15 X 0.30) VIGA V1 (0.25 X 0.20) Eje 1 y 3 VIGA V1 (0.25 X 0.20) Eje 7

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ACEROHOJA DE METRADOSACEROPARTIDADISEO DEL FIERRON ELEM. IGUALESN DE PIEZAS IGUALESLONG. X ELEM.LONGITUD1/4"3/8"1/2"5/8"3/4"01.00.00ACERO EN VIGASVIGA P G-G (0.30 X 0.50)3/4"1826.750.000.000.000.00243.005/8"1846.750.000.000.00486.000.001/2"1824.800.000.00172.800.000.003/8"18411.500.001,107.000.000.000.00VIGA S1 F-G (0.15 X 0.20)1/2"343.400.000.0040.800.000.001/4"3230.6041.400.000.000.000.00VIGA S1 F-G (0.25 X 0.20)1/2"343.400.000.0040.800.000.001/4"3230.8055.200.000.000.000.00VIGA S (0.25 X 0.20)1/2"344.400.000.0052.800.000.001/4"3310.8074.400.000.000.000.00VIGA S1 (0.15 X 0.20)1/2"344.400.000.0052.800.000.001/4"3310.8074.400.000.000.000.00VIGA VS2 D-E (0.15 X 0.20)1/2"643.350.000.0080.400.000.001/4"6210.6075.600.000.000.000.00VIGA CH (0.40 X 0.20)1/2"182.970.000.0023.760.000.001/4"1131.2015.600.000.000.000.00VIGA P4 (0.15 X 0.30)3/8"143.720.0014.880.000.000.001/4"1130.9011.700.000.000.000.00VIGA P5 (0.15 X 0.30)3/8"147.390.0029.560.000.000.001/4"1290.9026.100.000.000.000.00VIGA V1 (0.25 X 0.20) Eje 1 y 31/2"263.910.000.0046.920.000.001/4"2140.9025.200.000.000.000.00VIGA V1 (0.25 X 0.20) Eje 71/2"164.580.000.0027.480.000.001/4"1160.9014.400.000.000.000.00CORTE 1 - 13/8"123.680.007.360.000.000.001/4"1160.9014.400.000.000.000.00LT = LONGITUD TOTAL EN VARILLAS EN MT428.401,158.80538.56486.00243.00PESO ESPECIFICO DE CADA VARILLA (KG / ML)0.2560.5600.9941.5522.250TOTAL KGS - SUMATORIA109.67648.93535.33754.27546.75TOTAL2,594.9502.00.00ACERO EN LOSA0.981/2"130.975002.925001.591/2"171.590011.13001.601/2"3141.60067.2001.401/2"391.40037.8001.401/2"2121.40033.6002.221/2"182.220017.76002.151/2"1102.150021.5007.531/2"157.530037.650010.391/2"1510.390051.95004.521/2"1124.520054.24001.921/2"181.920015.36004.521/4"1204.5290.400001.921/4"1121.9223.0400009.641/4"179.6467.4800007.531/4"187.5360.240000LT = LONGITUD TOTAL EN VARILLAS EN MT241.160.00351.120.000.00PESO ESPECIFICO DE CADA VARILLA (KG / ML)0.260.560.991.552.25TOTAL KGS - SUMATORIA61.740.00349.010.000.00TOTAL410.7503.00.00.00ACERO EN COLUMNASC - 14.501/2"444.500072.00004.503/8"424.50036.000001.101/4"4281.10123.200.0000.0000.0000.000C - 24.501/2"664.5000162.00001.101/4"6231.10151.800.000.000.000C - 34.505/8"444.500.000.000.0072.0001.201/4"4231.20110.400.000.000.000C - 44.503/8"244.500.0036.000.000.0000.801/4"2230.8036.800.000.000.0004.503/8"344.500.0054.000.000.0000.801/4"3180.8043.200.000.000.000.00LT = LONGITUD TOTAL EN VARILLAS EN MT465.40126.00234.0072.000.00PESO ESPECIFICO DE CADA VARILLA (KG / ML)0.260.560.991.552.25TOTAL KGS - SUMATORIA119.1470.56232.60111.740.00TOTAL534.0404.00.00.00ACERO EN ESCALERA DE 2 TRAMOS04.01.00.00Primer Tramo3/8"61.5090001/2"63.150018.9003/8"61.1506.90003/8"61.3508.10003/8"61.1506.90001/2"90.95008.550004.02.00.00Segundo Tramo3/8"61.2307.380001/2"62.790016.74003/8"62.81016.860003/8"61.2107.260003/8"70.9506.6500004.03.00.00Tercer Tramo3/8"62.86017.160001/2"62.880017.28003/8"100.9509.5000LT = LONGITUD TOTAL EN VARILLAS EN MT0.0095.7161.470.000.00PESO ESPECIFICO DE CADA VARILLA (KG / ML)0.260.560.991.552.25TOTAL KGS - SUMATORIA0.0053.6061.100.000.00TOTAL KG114.70