PLANILLA ESTRUCTURA METALICA
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Transcript of PLANILLA ESTRUCTURA METALICA
![Page 1: PLANILLA ESTRUCTURA METALICA](https://reader036.fdocuments.es/reader036/viewer/2022082316/55cf9db0550346d033aeb8fe/html5/thumbnails/1.jpg)
TIPO DENOMINACIÓN PERFIL No. LONGITUD PESO
PARCIAL TOTAL Kg / m TOTAL Kg
PORTICOS
COLUMNAC C1 150x50x3 1 6.000 5.66 33.96C C2 150x50x3 1 10.560 5.66 59.77C C3 150x50x3 1 2.380 5.66 13.47L L01 40x40x3 1 1.200 1.81 2.17L L02 40x40x3 1 0.680 1.81 1.23L L03 40x40x3 1 1.340 1.81 2.43L L04 40x40x3 1 0.880 1.81 1.59L L05 40x40x3 1 0.750 1.81 1.36L L06 40x40x3 1 0.530 1.81 0.96L L07 40x40x3 1 0.830 1.81 1.50
L L08 40x40x3 1 0.620 1.81 1.12L L09 40x40x3 1 0.890 1.81 1.61L L10 40x40x3 1 0.710 1.81 1.29L L11 40x40x3 1 0.930 1.81 1.68L L12 40x40x3 1 0.760 1.81 1.38
TOTAL COLUMNA 125.52
ALEROC C4 150x50x4 1 2.120 7.44 15.77C C5 150x50x3 1 2.000 5.66 11.32C C6 150x50x3 1 0.160 5.66 0.91L L013 30x30x3 1 0.680 1.36 0.92L L014 25x25x3 1 0.450 1.11 0.50L L015 30x30x3 1 0.680 1.36 0.92L L016 25x25x3 1 0.260 1.11 0.29
TOTAL ALERO 30.64
CERCHA TIPOC C7 150x50x4 1 11.590 11.590 7.44 86.23C C8 150x50x3 1 10.720 10.720 5.66 60.68L L017 40X40x3 2 0.860 1.720 1.81 3.11L L018 40X40x3 2 0.890 1.780 1.81 3.22L L019 40X40x3 2 0.710 1.420 1.81 2.57L L020 40X40x3 2 0.750 1.500 1.81 2.72L L021 40X40x3 2 0.560 1.120 1.81 2.03L L022 40X40x3 2 0.700 1.400 1.81 2.53L L023 40X40x3 9 0.400 3.600 1.81 6.52L L023-A 30X30x3 4 0.400 1.600 1.36 2.18L L024 40X40x3 8 0.740 5.920 1.81 10.72L L025 40X40x3 1 0.930 0.930 1.81 1.68L L026 40X40x4 1 0.640 0.640 1.81 1.16L L027 50x50x3 1 1.040 1.040 2.29 2.38
RUBRO: ESTRUCTURA METÁLICA PARA CUBIERTA (Unidad = Kg)
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L L028 40x40x3 1 1.000 1.000 1.81 1.81
86.23 189.53
PESO TOTAL PORTICO TIPOELEMENTO Peso Unit. (kg) No. Peso ElementoColumna 125.52 2 251.04Alero 30.64 2 61.27Cercha 189.53 2 379.05
Peso por cada Portico 691.36
PESO TOTAL DE PORTICOSUNIDAD EJECUTADA Peso Portico Tipo No. De Pòrticos Peso Total
CUBIERTA COLISEO 691.36 7 4,839.52
CORREAS EN CUBIERTA C a 150 x50x15X3 mm 4 24 96 5.66 543.36C a 100x50x3 14 0.15 2.1 4.48 9.41L a 25 x 25 x 2 mm 12 20.71 248.52 0.75 186.39L d 25 x 25 x 2 mm 336 0.15 50.4 0.75 37.8
TOTAL CORREAS EN CUBIERTA 2,522.24
PESO TOTAL DE CORREASUNIDAD EJECUTADA Peso Correas No. Peso Total
CUBIERTA COLISEO 2,522.24 1 2,522.24
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OBSERVACIONES
PORTICOS
COLUMNAExteriorInterior
SuperiorDiagonal
HorizontalDiagonal
HorizontalDiagonal
HorizontalDiagonal
HorizontalDiagonal
HorizontalDiagonal
Horizontal
ALEROSuperiorInferiorExteriorDiagonalVertical
DiagonalVertical
CERCHA TIPOSuperiorInferior
Vertical (Ambos Lados)Diagonal (Ambos Lados)Vertical (Ambos Lados)
Diagonal (Ambos Lados)Vertical (Ambos Lados)
Diagonal (Ambos Lados)Verticales (Ambos Lados)Vertical (Ambos Lados)
Diagonales (Ambos Lados)Verticales (Ambos Lados)Verticales (Ambos Lados)
Diagonales (Ambos Lados)
ESTRUCTURA METÁLICA PARA CUBIERTA (Unidad = Kg)
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Verticales (Ambos Lados)
PESO TOTAL PORTICO TIPO
PESO TOTAL DE PORTICOS
CORREAS EN CUBIERTA CorreaConectoresSeparadoresTopes
PESO TOTAL DE CORREAS
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TIPO DENOMINACIÓN PERFIL No. LONGITUD PESO
PARCIAL TOTAL Kg / m TOTAL
PORTICOS
COLUMNAC a 150 x50x 3 mm 1 1.160 1.160 5.66 6.57C a 150 x50x 3 mm 1 3.015 3.015 5.66 17.06C b 150 x50x 2 mm 1 3.883 3.883 3.82 14.83C b 150 x50x 2 mm 1 1.305 1.305 3.82 4.99C a 150 x50x 3 mm 1 1.300 1.300 5.66 7.36 L d 25 x25x 3 mm 2 0.740 1.480 1.11 1.64L d 25 x25x 3 mm 2 0.820 1.640 1.11 1.82L d 25 x25x 3 mm 2 0.685 1.370 1.11 1.52L d 25 x25x 3 mm 2 0.775 1.550 1.11 1.72
L d 25 x25x 3 mm 2 0.635 1.270 1.11 1.41L d 25 x25x 3 mm 2 0.730 1.460 1.11 1.62L d 25 x25x 3 mm 2 0.580 1.160 1.11 1.29L d 25 x25x 3 mm 2 0.695 1.390 1.11 1.54L d 25 x25x 3 mm 2 0.530 1.060 1.11 1.18L d 25 x25x 3 mm 2 0.650 1.300 1.11 1.44L d 25 x25x 3 mm 2 0.480 0.960 1.11 1.07L d 25 x25x 3 mm 2 0.615 1.230 1.11 1.37
L d 25 x25x 3 mm 2 0.425 0.850 1.11 0.94L c 30 X 30 X 3 mm 2 0.575 1.150 1.36 1.56L c 30 X 30 X 3 mm 2 0.375 0.750 1.36 1.02
L c 30 X 30 X 3 mm 2 0.470 0.940 1.36 1.28L c 30 X 30 X 3 mm 2 0.330 0.660 1.36 0.90L c 30 X 30 X 3 mm 2 0.420 0.840 1.36 1.14L c 30 X 30 X 3 mm 2 0.290 0.580 1.36 0.79L e 25 x25x 2 mm 19 0.135 2.565 0.75 1.92L c 30 X 30 X 3 mm 1 0.400 0.400 1.36 0.54L c 30 X 30 X 3 mm 1 1.000 1.000 1.36 1.36L f 50 x 50x 3 mm 2 0.320 0.640 2.29 1.47
Placa de anclaje 25 x 40 x 8 mm 1 0.100 0.100 62.94 6.29D= 16mm 4 0.500 2.000 1.578 3.16D= 12mm 4 0.500 2.000 0.888 1.78
TOTAL COLUMNA 92.58
ALEROC b 150 x 50 x 2 mm 1 1.213 1.213 3.82 4.63C b 150 x 50 x 2 mm 1 0.480 0.480 3.82 1.83C b 150 x 50 x 2 mm 1 0.715 0.715 3.82 2.73 L d 25 x 25 x 3 mm 2 0.940 1.880 1.11 2.09L d 25 x 25 x 3 mm 2 0.725 1.450 1.11 1.61L d 25 x 25 x 3 mm 2 0.780 1.560 1.11 1.73
RUBRO: ESTRUCTURA METÁLICA PARA CUBIERTA (Unidad = Kg)
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L d 25 x 25 x 3 mm 2 0.555 1.110 1.11 1.23L d 25 x 25 x 3 mm 2 0.550 1.100 1.11 1.22 L e 25 x 25 x 2 mm 5 0.135 0.675 0.75 0.51
TOTAL ALERO 17.59
CERCHA TIPOC a 150 x50x 3 mm 2 3.850 7.700 5.66 43.58C a 150 x50x 3 mm 2 3.450 6.900 5.66 39.05C b 150 x50x 2 mm 2 6.250 12.500 3.82 47.75C b 150 x50x 2 mm 2 5.400 10.800 3.82 41.26C a 150 x50x 3 mm 2 1.160 2.320 5.66 13.13 L d 25 x25x 3 mm 4 0.970 3.880 1.11 4.31L d 25 x25x 3 mm 4 0.850 3.400 1.11 3.77L d 25 x25x 3 mm 4 0.865 3.460 1.11 3.84L d 25 x25x 3 mm 4 0.710 2.840 1.11 3.15L d 25 x25x 3 mm 4 0.710 2.840 1.11 3.15L d 25 x25x 3 mm 4 0.615 2.460 1.11 2.73L d 25 x25x 3 mm 4 0.635 2.540 1.11 2.82L d 25 x25x 3 mm 4 0.635 2.540 1.11 2.82L d 25 x25x 3 mm 4 0.625 2.500 1.11 2.78L d 25 x25x 3 mm 4 0.635 2.540 1.11 2.82L d 25 x25x 3 mm 4 0.635 2.540 1.11 2.82L d 25 x25x 3 mm 4 0.640 2.560 1.11 2.84L d 25 x25x 3 mm 4 0.625 2.500 1.11 2.78L d 25 x25x 3 mm 4 0.620 2.480 1.11 2.75L d 25 x25x 3 mm 4 0.635 2.540 1.11 2.82L d 25 x25x 3 mm 4 0.690 2.760 1.11 3.06L d 25 x25x 3 mm 4 0.635 2.540 1.11 2.82L d 25 x25x 3 mm 4 0.710 2.840 1.11 3.15L d 25 x25x 3 mm 4 0.705 2.820 1.11 3.13L c 30 X 30 X 3 mm 2 0.835 1.670 1.36 2.27L c 30 X 30 X 3 mm 4 1.205 4.820 1.36 6.56L c 30 X 30 X 3 mm 4 1.075 4.300 1.36 5.85L c 30 X 30 X 3 mm 4 1.075 4.300 1.36 5.85L c 30 X 30 X 3 mm 4 0.990 3.960 1.36 5.39L e 25 x25x 2 mm 46 0.135 6.210 0.75 4.66
TOTAL CERCHA 273.70
PESO TOTAL PORTICO TIPOELEMENTO Peso Unit. (kg) No. Peso ElementoColumna 92.58 2 185.15Alero 17.59 2 35.17Cercha 273.70 1 273.70
Peso por cada Portico 494.02
PESO TOTAL DE PORTICOSUNIDAD EJECUTADA Peso Portico Tipo No. De Pòrticos Peso Total
BODEGA C 494.02 4 1,976.08
VIGA DE AMARRE INTERIORC a 100 x50x 2 mm 1 5.850 5.850 3.04 17.78
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C a 100 x50x 2 mm 2 1.000 2.000 3.04 6.08C a 100 x50x 2 mm 1 4.000 4.000 3.04 12.16
L d 25 x25x 3 mm 4 0.820 3.280 1.11 3.64L d 25 x25x 3 mm 4 0.740 2.960 1.11 3.29
L d 25 x25x 3 mm 4 0.690 2.760 1.11 3.06L d 25 x25x 3 mm 18 0.490 8.820 1.11 9.79L d 25 x25x 3 mm 16 0.690 11.040 1.11 12.25
L e 25 x 25 x 2 mm 23 0.135 3.105 0.75 2.33
TOTAL VIGA DE AMARRE INTERIOR 70.39
PESO TOTAL DE VIGAS DE AMARRE INTERIORESUNIDAD EJECUTADA No. Peso Total
BODEGA C 70.39 6 422.32
CORREAS EN CUBIERTA BODEGA CG a 150 x50x15X2 mm 16 34.2 547.2 4.14 2,265.41G a 100 x50x15X2 mm 96 0.1 9.6 3.4 32.64L a 25 x 25 x 2 mm 12 20.71 248.52 0.75 186.39L d 25 x 25 x 2 mm 336 0.15 50.4 0.75 37.8
TOTAL CORREAS EN CUBIERTA BODEGA C 2,522.24
PESO TOTAL DE CORREASUNIDAD EJECUTADA Peso Correas No. Peso Total
Bodega C 2,522.24 1 2,522.24
Peso Viga Amarre Interior
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OBSERVACIONES
PORTICOS
COLUMNASuperiorVertical interno - superior Vertical externo - superior Vertical interno - inferiorVertical externo - inferior HorizontalDiagonalHorizontalDiagonal
HorizontalDiagonalHorizontalDiagonalHorizontalDiagonalHorizontalDiagonal
HorizontalDiagonalHorizontal
DiagonalHorizontalDiagonalPataCorta pandeoRefuerzo inferiorRefuerzo superiorRigidizadores placa de anclaje
1,22 x 2,44= 2,97 m2 / 186,94 kgAnclaje (varillas)Anclaje (varillas)
ALEROSuperiorLateralInferior DiagonalVerticalDiagonal
ESTRUCTURA METÁLICA PARA CUBIERTA (Unidad = Kg)
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VerticalDiagonal Corta pandeo
CERCHA TIPOInferiorSuperiorSuperiorInferiorLateral
Angulo de refuerzo
PESO TOTAL PORTICO TIPO
PESO TOTAL DE PORTICOS
VIGA DE AMARRE INTERIORSuperior
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Inferior DiagonalInferior
DiagonalVertical
DiagonalVerticalDiagonal
Corta pandeo
PESO TOTAL DE VIGAS DE AMARRE INTERIORES
CORREAS EN CUBIERTA BODEGA CCorreaApoyo de CorreasSeparadoresTopes
PESO TOTAL DE CORREAS