TRABAJO DE CAMPO HIERRO PLANILLA No. 15 DEL 25 DE MARZO AL 8 DE ABRIL DE 2015 TRASLAPOS DE PANTALLAS Y COLUMNAS LADO A NIVEL -4,86 AL + PANTALLA P19 EB19B Descripcion Long. Long Total Factor Total Kilos 7 #686 8 8.60 68.80 2.235 153.77 GANC 47 X 4 #404.5 188 0.45 84.60 0.994 84.09 ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 TOTAL PANTALLA P19 EB19B PANTALLA P19 EB19A Descripcion Long. Long Total Factor Total Kilos 8#692 8 9.20 73.60 2.235 164.50 GANC 47 X 5 #404.5 235 0.45 105.75 0.994 105.12 ESTRIBOS 47 # 426 47 2.60 122.20 0.994 121.47 TOTAL PANTALLA P19 EB19A PANTALLA P19 DE 2,57 X 35 Descripcion Long. Long Total Factor Total Kilos 4#686 4 8.60 34.40 2.235 76.88 GANC 2 X 20 #316U 40 1.60 64.00 0.56 35.84 TOTAL PANTALLA P19 PANTALLA P18 EB18 SON 2 ELEMENTOS Descripcion Long. Long Total Factor Total Kilos 7 #686 7 8.60 60.20 2.235 134.55 GANC 47 X 2 # 404.5 94 0.45 42.30 0.994 42.05 ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 4#686 4 8.60 34.40 2.235 76.88 GANC. 2 X 20 #316U 40 1.60 64.00 0.560 35.84 TOTAL PANTALLA P18 PANTALLA P17 EB17 SON 2 ELEMENTOS Descripcion Long. Long Total Factor Total Kilos 7 #686 7 8.60 60.20 2.235 134.55 GANC 47 X 4 # 404.5 188 0.45 84.60 0.994 84.09 ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 3#686 3 8.60 25.80 2.235 57.66 GANC. 2 X 20 #315U 40 1.50 60.00 0.560 33.60 TOTAL PANTALLA P17 PANTALLA P16 EB16 SON 2 ELEMENTOS Cant. Barra Cant. Barra Cant. Barra Cant. Barra Cant. Barra
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TRABAJO DE CAMPO HIERRO PLANILLA No. 15DEL 25 DE MARZO AL 8 DE ABRIL DE 2015
TRASLAPOS DE PANTALLAS Y COLUMNAS LADO A NIVEL -4,86 AL + 8,46
PANTALLA P19 EB19B
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 8 8.60 68.80 2.235 153.77 1 153.77GANC 47 X 4 #404.5 188 0.45 84.60 0.994 84.09 1 84.09ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 1 91.10
TOTAL PANTALLA P19 EB19B 328.96
PANTALLA P19 EB19A
Descripcion Long. Long Total Factor Total KilosTotal kilos
8#692 8 9.20 73.60 2.235 164.50 1 164.50GANC 47 X 5 #404.5 235 0.45 105.75 0.994 105.12 1 105.12ESTRIBOS 47 # 426 47 2.60 122.20 0.994 121.47 1 121.47
TOTAL PANTALLA P19 EB19A 391.08
PANTALLA P19 DE 2,57 X 35
Descripcion Long. Long Total Factor Total KilosTotal kilos
4#686 4 8.60 34.40 2.235 76.88 1 76.88GANC 2 X 20 #316U 40 1.60 64.00 0.56 35.84 1 35.84
TOTAL PANTALLA P19 112.72
PANTALLA P18 EB18 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 2 # 404.5 94 0.45 42.30 0.994 42.05 2 84.09ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 2 182.204#686 4 8.60 34.40 2.235 76.88 1 76.88GANC. 2 X 20 #316U 40 1.60 64.00 0.560 35.84 1 35.84
TOTAL PANTALLA P18 648.11
PANTALLA P17 EB17 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 4 # 404.5 188 0.45 84.60 0.994 84.09 2 168.18ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 2 182.203#686 3 8.60 25.80 2.235 57.66 1 57.66GANC. 2 X 20 #315U 40 1.50 60.00 0.560 33.60 1 33.60
TOTAL PANTALLA P17 710.74
PANTALLA P16 EB16 SON 2 ELEMENTOS
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 2 # 404.5 94 0.45 42.30 0.994 42.05 2 84.09ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 2 182.2012#686 12 8.60 103.20 2.235 230.65 1 230.65GANC. 2 X 20 #340U 40 4.00 160.00 0.560 89.60 1 89.60
TOTAL PANTALLA P16 855.64
PANTALLA P15 EB15 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 4 # 404.5 188 0.45 84.60 0.994 84.09 2 168.18ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 2 182.205#686 5 8.60 43.00 2.235 96.10 1 96.10GANC. 2 X 39 #314U 78 1.40 109.20 0.560 61.15 1 61.15
TOTAL PANTALLA P15 776.74
PANTALLA P14 EB15 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 2 # 404.5 94 0.45 42.30 0.994 42.05 2 84.09ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 2 182.206#686 6 8.60 51.60 2.235 115.33 1 115.33GANC. 2 X 20 #321U 40 2.10 84.00 0.560 47.04 1 47.04
TOTAL PANTALLA P14 697.75
PANTALLA P13 EB13 SON 2 ELEMENTOS COMPLEMENTO HASTA EL NIVEL -7,74
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.0910 #686 10 8.60 86.00 2.235 192.21 2 384.42GANC 47 X 4 #404.5 188 0.45 84.60 0.994 84.09 2 168.18ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 2 182.203 #686 3 8.60 25.80 2.235 57.66 1 57.662 X 4 #686 8 8.60 68.80 2.235 153.77 1 153.77GANC 2X 39#414U 78 1.40 109.20 0.994 108.54 1 108.54
TOTAL PANTALLA P13 1323.87
PANTALLA P12 EB12 SON 2 ELEMENTOS COMPLEMENTO HASTA EL NIVEL -7.74
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.0910 #584 10 8.40 84.00 1.552 130.37 2 260.74GANC 47 x 4 # 404,5 188 0.45 84.60 0.994 84.09 2 168.18ESTRIBOS 47 # 419,5 47 1.95 91.65 0.994 91.10 2 182.2022 #686 22 8.60 189.20 2.235 422.86 1 422.86GANC 2 X 20 #355U 40 5.50 220.00 0.560 123.20 1 123.20
TOTAL PANTALLA P12 EB12 1426.28
PANTALLA P11 EB11 SON 2 ELEMENTOS COMPLEMENTO HASTA EL NIVEL -7,74
Descripcion Long. Long Total Factor Total KilosTotal kilos
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 4 #404.5 188 0.45 84.60 0.994 84.09 2 168.18ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 2 182.204 #686 4 8.60 34.40 2.235 76.88 1 76.88GANC 2 X 39# 414U 78 1.40 109.20 0.994 108.54 1 108.54
TOTAL PANTALLA P11 804.91
PANTALLA P10 EB10 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 4 #404.5 188 0.45 84.60 0.994 84.09 2 168.18ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 2 182.2020 #686 20 8.60 172.00 2.235 384.42 1 384.42GANC 2 X 20 #348U 40 4.80 192.00 0.560 107.52 1 107.52
TOTAL PANTALLA P10 1111.42
PANTALLA P9 EB9 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.0910 #584 10 8.40 84.00 1.552 130.37 2 260.74GANC 47 X 4 # 404.5 188 0.45 84.60 0.994 84.09 2 168.18ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 2 182.204#686 4 8.60 34.40 2.235 76.88 1 76.882 X 20 #311U 40 1.10 44.00 0.560 24.64 1 24.64
TOTAL PANTALLA P9 981.74
PANTALLA P8 EB8 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 2 # 404.5 94 0.45 42.30 0.994 42.05 2 84.09ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 2 182.2010#686 10 8.60 86.00 2.235 192.21 1 192.212 X 20 #328U 40 2.80 112.00 0.560 62.72 1 62.72
TOTAL PANTALLA P8 790.32
PANTALLA P7 EB7 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 2 # 404.5 94 0.45 42.30 0.994 42.05 2 84.09ESTRIBOS 47# 415,5 47 1.55 72.85 0.994 72.41 2 144.834#686 4 8.60 34.40 2.235 76.88 1 76.882 X 20 #315U 40 1.50 60.00 0.560 33.60 1 33.60
TOTAL PANTALLA P7 608.50
PANTALLA P6 EB6 SON 2 ELEMENTOS
Descripcion Long. Long Total Factor Total KilosTotal kilos
7 #686 7 8.60 60.20 2.235 134.55 2 269.09GANC 47 X 2 #404.5 94 0.45 42.30 0.994 42.05 2 84.09
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
ESTRIBOS 47# 419,5 47 1.95 91.65 0.994 91.10 2 182.206 #686 6 8.60 51.60 2.235 115.33 1 115.332 X 20 #323U 40 2.30 92.00 0.560 51.52 1 51.52
TOTAL PANTALLA P6 702.23
COLUMNA C2
Descripcion Long. Long Total Factor Total KilosTotal kilos
10 #786 10 8.60 86.00 3.042 261.61 1 261.61GANCHOS 37 X 2 #405 74 0.50 37.00 0.994 36.78 1 36.78GANCHOS 37 #407,5 37 0.75 27.75 0.994 27.58 1 27.58ESTRIBOS 37# 420 37 2.00 74.00 0.994 73.56 1 73.56
TOTAL COLUMNA C2 399.53
HIERRO CIMENTACION COMPLEMENTO NIVEL -7,74
VIGA 121 EJE 0 COMPLEMENTO DEL EJE 3 AL 0 DE 0,70 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
7#8112 7 11.20 78.40 8 3.973 311.48 1 311.487#860 7 6.00 42.00 8 3.973 166.87 1 166.877#850 7 5.00 35.00 8 3.973 139.06 1 139.067#8118 2 11.80 23.60 8 3.973 93.76 1 93.768#3120 8 12.00 96.00 3 0.56 53.76 1 53.768#350 8 5.00 40.00 3 0.56 22.40 1 22.40GANCHOS 129 x2 #415,5 258 1.55 399.90 4 0.994 397.50 1 397.50ESTRIBOS 129 #440 129 4.00 516.00 4 0.994 512.90 1 512.90
TOTAL VIGA 121 1697.73
VIGA 120 EJE H COMPLEMENTO DEL EJE 3 AL 0 DE 0,70 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
4#870 4 7.00 28.00 8 3.973 111.24 1 111.2414#879 14 7.90 110.60 8 3.973 439.41 1 439.414#725 4 2.50 10.00 7 3.042 30.42 1 30.427#8112 7 11.20 78.40 8 3.973 311.48 1 311.487#840 7 4.00 28.00 8 3.973 111.24 1 111.248#390 8 9.00 72.00 3 0.56 40.32 1 40.32GANCHOS 81 x 2 #415,5 162 1.55 251.10 4 0.994 249.59 1 249.59ESTRIBOS 81 #440 84 4.00 336.00 4 0.994 333.98 1 333.98
TOTAL VIGA 120 1627.70
VIGA 132 COMPLEMENTO DEL EJE 3 AL 0 DE 0,70 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
7#869U 7 6.90 48.30 8 3.973 191.90 1 191.907#869U 7 6.90 48.30 8 3.973 191.90 1 191.908#360 8 6.00 48.00 3 0.56 26.88 1 26.88GANCHOS 50 x 2 #415,5 100 1.55 155.00 4 0.994 154.07 1 154.07ESTRIBOS 50 #440 50 4.00 200.00 4 0.994 198.80 1 198.80
Cant. Barra
Cant. Colum
Cant. Barra
Cant. Vigas
Cant. Barra
Cant. Vigas
Cant. Barra
Cant. Vigas
TOTAL VIGA 132 763.54
VIGUETA VT5 SON 3 DE 0,35 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
4#897 4 9.70 38.80 8 3.973 154.15 3 462.464#890 4 9.00 36.00 8 3.973 143.03 3 429.084#8105 4 10.50 42.00 8 3.973 166.87 3 500.604#879 4 7.90 31.60 8 3.973 125.55 3 376.648#3120 8 12.00 96.00 3 0.56 53.76 3 161.288#350 8 5.00 40.00 3 0.56 22.40 3 67.20ESTRIBOS 57 #435 57 3.50 199.50 4 0.994 198.30 3 594.91
TOTAL VIGUETA VT5 2592.17
VIGUETA VT4 DE 0,35 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
4#898 4 9.80 39.20 8 3.973 155.74 1 155.744#869 4 6.90 27.60 8 3.973 109.65 1 109.654#879 4 7.90 31.60 8 3.973 125.55 1 125.554#884 4 8.40 33.60 8 3.973 133.49 1 133.498#3120 8 12.00 96.00 3 0.56 53.76 1 53.768#350 8 5.00 40.00 3 0.56 22.40 1 22.40ESTRIBOS 49 #435 49 3.50 171.50 4 0.994 170.47 1 170.47
TOTAL VIGUETA VT4 771.07
VIGUETA VT3 DE 0,35 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
4#8100 4 10.00 40.00 8 3.973 158.92 1 158.924#845 4 4.50 18.00 8 3.973 71.51 1 71.514#881 4 8.10 32.40 8 3.973 128.73 1 128.734#859 4 5.90 23.60 8 3.973 93.76 1 93.768#3120 8 12.00 96.00 3 0.56 53.76 1 53.76ESTRIBOS 39 #435 39 3.50 136.50 4 0.994 135.68 1 135.68
TOTAL VIGUETA VT3 642.36
VIGUETA VT2 DE 0,35 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
4#893U 4 9.30 37.20 8 3.973 147.80 1 147.804#893U 4 9.30 37.20 8 3.973 147.80 1 147.808#385 8 8.50 68.00 3 0.56 38.08 1 38.08ESTRIBOS 27 #435 27 3.50 94.50 4 0.994 93.93 1 93.93
TOTAL VIGUETA VT2 427.60
VIGUETA VT1 DE 0,35 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
4#858U 4 5.80 23.20 8 3.973 92.17 1 92.174#858U 4 5.80 23.20 8 3.973 92.17 1 92.178#350 8 5.00 40.00 3 0.56 22.40 1 22.40ESTRIBOS 31 #435 31 3.50 108.50 4 0.994 107.85 1 107.85
TOTAL VIGUETA VT1 314.60
Cant. Barra
Cant. Vigas
Cant. Barra
Cant. Vigas
Cant. Barra
Cant. Vigas
Cant. Barra
Cant. Vigas
Cant. Barra
Cant. Vigas
VIGUETA R2 DE 0,35 x 1,50
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
4#5115 4 11.50 46.00 5 1.552 71.39 1 71.394#557 4 5.70 22.80 5 1.552 35.39 1 35.398#398 8 9.80 78.40 3 0.56 43.90 1 43.90ESTRIBOS 36 #335 36 3.50 126.00 3 0.56 70.56 1 70.56
TOTAL VIGUETA R2 221.24
HIERRO MALLA EN LOSA CIMENTACION DE 20 CMS AREA FUNDIDAD ENTRE EL EJE 3 Y EL EJE 0
SE REQUIERE 7,47 KG/M2 SON 215,00 M2 DE LOSA FUNDIDA ENTONCES 215,00 M2 x 7,47 Kg/M2 1606.05EN TOTAL SON 1606,05 KG x 2 MALLAS 3212.1
ARRANQUE DE PANTALLAS LADO A NIVEL -7,74
PANTALLA P5 EB5 SON 2 ELEMENTOS
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
7 #643 7 4.30 30.10 6 2.235 67.27 2 134.557 #682 7 8.20 57.40 6 2.235 128.29 2 256.587 #693 7 9.30 65.10 6 2.235 145.50 2 291.00GANC 70 X 2 # 404.5 140 0.45 63.00 4 0.994 62.62 2 125.24ESTRIBOS 70 # 415,5 70 1.55 108.50 4 0.994 107.85 2 215.703 #643 3 4.30 12.90 6 2.235 28.83 1 28.833 #682 3 8.20 24.60 6 2.235 54.98 1 54.983 #693 3 9.30 27.90 6 2.235 62.36 1 62.36ESTRIB. 2 X 26 #314U 52 1.40 72.80 3 0.560 40.77 1 40.77
TOTAL PANTALLA P5 1210.00
PANTALLA P4 EB5 SON 2 ELEMENTOS
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
7 #643 7 4.30 30.10 6 2.235 67.27 2 134.557 #682 7 8.20 57.40 6 2.235 128.29 2 256.587 #693 7 9.30 65.10 6 2.235 145.50 2 291.00GANC 70 X 2 # 404.5 140 0.45 63.00 4 0.994 62.62 2 125.24ESTRIBOS 70 # 419,5 70 1.95 136.50 4 0.994 135.68 2 271.362 #643 2 4.30 8.60 6 2.235 19.22 1 19.222 #682 2 8.20 16.40 6 2.235 36.65 1 36.652 #693 2 9.30 18.60 6 2.235 41.57 1 41.57ESTRIB. 2 X 26 #311U 52 1.10 57.20 3 0.560 32.03 1 32.03
TOTAL PANTALLA P4 1208.21
PANTALLA P3 EB5 SON 2 ELEMENTOS
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
7 #643 7 4.30 30.10 6 2.235 67.27 2 134.5510 #542 10 4.20 42.00 5 1.552 65.18 2 130.377 #682 7 8.20 57.40 6 2.235 128.29 2 256.58GANC 70 X 4 # 404.5 280 0.45 126.00 4 0.994 125.24 2 250.49ESTRIBOS 70 # 419,5 70 1.95 136.50 4 0.994 135.68 2 271.3610 #643 10 4.30 43.00 6 2.235 96.10 1 96.1010 #682 10 8.20 82.00 6 2.235 183.27 1 183.2710 #693 10 9.30 93.00 6 2.235 207.86 1 207.86ESTRIB. 2 X 26 #322U 52 2.20 114.40 3 0.560 64.06 1 64.06
Cant. Barra
Cant. Vigas
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
TOTAL PANTALLA P3 1594.64
PANTALLA P2 EB5 SON 2 ELEMENTOS
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
7 #643 7 4.30 30.10 6 2.235 67.27 2 134.557 #693 7 9.30 65.10 6 2.235 145.50 2 291.007 #682 7 8.20 57.40 6 2.235 128.29 2 256.58GANC 70 X 2 # 404.5 140 0.45 63.00 4 0.994 62.62 2 125.24ESTRIBOS 70 # 419,5 70 1.95 136.50 4 0.994 135.68 2 271.368 #643 8 4.30 34.40 6 2.235 76.88 1 76.888 #682 8 8.20 65.60 6 2.235 146.62 1 146.628 #693 8 9.30 74.40 6 2.235 166.28 1 166.28ESTRIB. 2 X 26 #328U 52 2.80 145.60 3 0.560 81.54 1 81.54
TOTAL PANTALLA P2 1550.05
PANTALLA P1 EB5 SON 2 ELEMENTOS
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
7 #643 7 4.30 30.10 6 2.235 67.27 2 134.5510 #542 10 4.20 42.00 5 1.552 65.18 2 130.377 #682 7 8.20 57.40 6 2.235 128.29 2 256.587 #693 7 9.30 65.10 6 2.235 145.50 2 291.0010 #591 10 9.10 91.00 5 1.552 141.23 2 282.46GANC 70 X 4 # 404.5 280 0.45 126.00 4 0.994 125.24 2 250.49ESTRIBOS 70 # 419,5 70 1.95 136.50 4 0.994 135.68 2 271.3613 #643 13 4.30 55.90 6 2.235 124.94 1 124.942 x 3 #542 6 4.20 25.20 5 1.552 39.11 1 39.1113 #682 13 8.20 106.60 6 2.235 238.25 1 238.252 x 3 #591 6 9.10 54.60 5 1.552 84.74 1 84.7413 #693 8 9.30 74.40 6 2.235 166.28 1 166.28ESTRIB. 2 X 26 #343U 52 4.30 223.60 3 0.560 125.22 1 125.22
TOTAL PANTALLA P1 2395.34
COLUMNA C1
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
5 #744 5 4.40 22.00 7 3.042 66.92 1 66.925 #782 5 8.20 41.00 7 3.042 124.72 1 124.725 #793 5 9.30 46.50 7 3.042 141.45 1 141.45ESTRIBOS 53 # 421,5 53 2.15 113.95 4 0.994 113.27 1 113.27
TOTAL COLUMNA C1 446.37
COLUMNA C6 SON 2 UNIDADES ENTRE LOS EJES 1 - 0
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
8 #596 5 4.40 22.00 5 1.552 34.14 2 68.298 #596 5 8.20 41.00 5 1.552 63.63 2 127.26GANCHOS 53 x 2 #406 106 0.60 63.60 4 0.994 63.22 2 126.44ESTRIBOS 53 # 418,8 53 1.88 99.64 4 0.994 99.04 2 198.08
TOTAL COLUMNA C6 520.07
ARRANQUE MURO M9 NIVEL -7,74
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
18 #542L 18 4.20 75.60 5 1.552 117.33 1 117.3318 #580L 18 8.00 144.00 5 1.552 223.49 1 223.49
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
18 #566L 18 6.60 118.80 5 1.552 184.38 1 184.38Horz. 2 x 39 # 528U 78 2.80 218.40 5 1.552 338.96 1 338.96
TOTAL MURO M9 864.15
ARRANQUE MURO M10 NIVEL -7,74
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
42 #542L 42 4.20 176.40 5 1.552 273.77 1 273.7742 #580L 42 8.00 336.00 5 1.552 521.47 1 521.4742 #566L 42 6.60 277.20 5 1.552 430.21 1 430.21Horz. 2 x 39 # 554U 78 5.40 421.20 5 1.552 653.70 1 653.70
TOTAL MURO M10 1879.16
ARRANQUE MURO ENTRE EJE 3 Y 7 NIVEL 0,0
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
Horizontal cada 10 cm59# 560 59 6.00 354.00 5 1.552 549.41 1 549.41vertical 170 #516,5 170 1.65 280.50 5 1.552 435.34 1 435.34
TOTAL MURO EJE 3 Y 7 984.74
ARRANQUE MURO M5 NIVEL -12,66
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
77 #553U 77 5.30 408.10 5 1.552 633.37 1 633.3777 #553U 77 5.30 408.10 5 1.552 633.37 1 633.37Horz. 2 x 28 # 485,5U 56 8.55 478.80 4 0.994 475.93 1 475.93
TOTAL MURO M5 1742.67
ARRANQUE MURO M4 NIVEL -12,66
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
26 #638L 26 3.80 98.80 6 2.235 220.82 1 220.8226 #677L 26 7.70 200.20 6 2.235 447.45 1 447.4526 #692 26 9.20 239.20 6 2.235 534.61 1 534.61Horz. 2 x 56 # 622U 112 2.20 246.40 6 2.235 550.70 1 550.70
TOTAL MURO M4 1753.58
ARRANQUE MURO ENTRE COLUMNA C7 Y PANTALLA 35 EJE 9 -12,66
Descripcion Long. Long Total Diam Factor Total KilosTotal kilos
17 #553U 17 5.30 90.10 5 1.552 139.84 1 139.8417 #553U 17 5.30 90.10 5 1.552 139.84 1 139.84Horz. 2 x 28 # 422 56 2.20 123.20 4 0.994 122.46 1 122.46
TOTAL MURO M4 402.13
HIERRO ESCALERA TRAMO LADO B NIVEL -4,86 AL 8,64
Descripcion Long. Long Total Factor Total KilosTotal kilos
36#438 36 3.80 136.80 0.994 135.98 1 135.9818#425 18 2.50 45.00 0.994 44.73 1 44.7368#412 68 1.20 81.60 0.994 81.11 1 81.11
TOTAL ESCALERA 261.82
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra Cant.
Cant. Barra
Cant. Vigas
44965.68
#REF!
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