Details Columns DWG Detail for AutoCAD

Structural details- Quantity of irons and types of each one

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

beams deck level, project: farmer’s market san jose, supervision: consultant j.v., plan: low floor first floor columns, municipal government monteagudo, flat, esc .:, date: October, design: ing. luis avila b., element, pos., diam., do not., pat., straight, pat., long., total, total:, pos., diam., do not., long., total, steel summary, pillars, long. total, total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, element, pos., diam., do not., pat., straight, pat., long., total, total:, pos., diam., do not., long., total, steel summary, intermediates, pillars, long. total, total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, element, pos., diam., do not., pat., straight, pat., long., total, total:, pos., diam., do not., long., total, steel summary, garage beams, pillars, long. total, total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, element, pos., diam., do not., pat., straight, pat., long., total, total:, pos., diam., do not., long., total, steel summary, covered beams, pillars, long. total, total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, pos., diam., do not., long., total, columns that end in garage level, columns that end on the first floor, columns that end in ground floor, columns that end in level covered, armed, column, column axis, Beam axle, column, anchorage, horizontal, joints of, concrete, clean, moistened, before, concrete, anchorage, detail section change columns, vertical, project: farmer’s market san jose, supervision: consultant j.v., Flat: columns level covered garage, municipal government monteagudo, flat, esc .:, date: October, design: ing. luis avila b.

Raw text data extracted from CAD file:

\W7.81089; VIGAS NIVEL \W7.81089; CUBIERTA PROYECTO: MERCADO CAMPESINO \W4.00000; SAN JOSE SUPERVISIÓN: CONSULTORA J.V. PLANO: COLUMNAS PLANATA BAJA - PRIMER PISO GOBIERNO MUNICIPAL MONTEAGUDO PLANO 6/10 ESC.: 1:50 FECHA: OCTUBRE 2008 DISEÑO: ING. LUIS AVILA B. Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AEH-500CN (Kg) P1 1 d20 6 130 130 780 19.2 2 d12 2 85 85 170 1.5 3 d20 6 30 131 161 966 23.8 4 d12 2 30 86 116 232 2.1 5 d6 5 138 138 690 1.5 6 d6 5 38 38 190 0.4 53.4 Total+10%: P5 7 d12 6 85 85 510 4.5 8 d12 6 30 86 116 696 6.2 9 d6 5 156 156 780 1.7 10 d6 5 45 45 225 0.5 14.2 Total+10%: P8 11 d12 6 85 85 510 4.5 12 d12 6 30 86 116 696 6.2 13 d6 5 136 136 680 1.5 14 d6 5 35 35 175 0.4 13.9 Total+10%: P9 15 d16 4 100 100 400 6.3 16 d12 2 85 85 170 1.5 17 d16 4 30 104 134 536 8.5 18 d12 2 30 86 116 232 2.1 19 d6 5 137 137 685 1.5 20 d6 5 35 35 175 0.4 22.3 Total+10%: P10 21 d20 4 130 130 520 12.8 22 d16 4 100 100 400 6.3 23 d20 4 30 131 161 644 15.9 24 d16 4 30 104 134 536 8.5 25 d6 5 138 138 690 1.5 26 d6 5 36 36 180 0.4 49.9 Total+10%: P11 27 d20 10 130 130 1300 32.1 28 d20 10 30 131 161 1610 39.7 29 d6 10 112 112 1120 2.5 81.7 Total+10%: P32=P40=P42=P44=P45=P47 30 d12 4 48 48 192 1.7 31 d12 4 105 105 420 3.7 32 d12 6 85 85 510 4.5 33 d12 10 30 71 101 1010 9.0 34 d6 10 166 166 1660 3.7 35 d6 5 60 60 300 0.7 25.6 153.6 Total+10%: (x6): P37=P43=P46 36 d16 4 13 47 60 240 3.8 37 d16 4 140 140 560 8.8 38 d12 3 48 48 144 1.3 39 d12 3 105 105 315 2.8 40 d12 1 85 85 85 0.8 41 d16 4 30 89 119 476 7.5 42 d12 4 30 71 101 404 3.6 43 d6 5 217 217 1085 2.4 44 d6 5 160 160 800 1.8 36.1 108.3 Total+10%: (x3): P38=P39=P41 45 d12 3 48 48 144 1.3 46 d12 3 105 105 315 2.8 47 d12 5 85 85 425 3.8 48 d12 8 30 71 101 808 7.2 49 d6 5 156 156 780 1.7 50 d6 10 50 50 500 1.1 19.7 59.1 Total+10%: (x3): d6: 65.3 d12: 234.3 d16: 98.9 d20: 157.9 Total: 556.4 25 45 Pos1-Fe Pos2-Fe Pos1-Fe6d20(130) Pos2-Fe2d12(85) Pos3-Fe6d20(161) Pos4-Fe2d12(116) 41 21 Pos5-Fe 20 Pos6-Fe Pos5-Fe5d6(138) Pos6-Fe5d6(38) Pos. Diám. No. Long. (cm) Total (cm) 1 d20 6 130 780 2 d12 2 85 170 3 d20 6 161 966 4 d12 2 116 232 5 d6 5 138 690 6 d6 5 38 190 -0.50 +0.00 Pos1-Fe6d20(130) Pos2-Fe2d12(85) 76 Pos3-Fe6d20(161) 31 Pos4-Fe2d12(116) Pos5-Fe +Pos6-Fe c/15 5 d6 P1 Resumen Acero PB Pilares Long. total (m) Peso+10% (Kg) AEH-500CN d6 268.5 66 d12 239.3 234 d16 57.0 99 d20 58.2 158 557 Total 35 45 Pos7-Fe6d12(85) Pos8-Fe6d12(116) 31 41 Pos9-Fe 30 Pos10-Fe Pos9-Fe5d6(156) Pos10-Fe5d6(45) Pos. Diám. No. Long. (cm) Total (cm) 7 d12 6 85 510 8 d12 6 116 696 9 d6 5 156 780 10 d6 5 45 225 -0.50 +0.00 Pos7-Fe6d12(85) 31 Pos8-Fe6d12(116) Pos9-Fe +Pos10-Fe c/15 5 d6 P5 25 45 Pos11-Fe6d12(85) Pos12-Fe6d12(116) 21 41 Pos13-Fe 20 Pos14-Fe Pos13-Fe5d6(136) Pos14-Fe5d6(35) Pos. Diám. No. Long. (cm) Total (cm) 11 d12 6 85 510 12 d12 6 116 696 13 d6 5 136 680 14 d6 5 35 175 -0.50 +0.00 Pos11-Fe6d12(85) 31 Pos12-Fe6d12(116) Pos13-Fe +Pos14-Fe c/15 5 d6 P8 25 45 Pos15-Fe Pos16-Fe Pos15-Fe4d16(100) Pos16-Fe2d12(85) Pos17-Fe4d16(134) Pos18-Fe2d12(116) 21 41 Pos19-Fe 20 Pos20-Fe Pos19-Fe5d6(137) Pos20-Fe5d6(35) Pos. Diám. No. Long. (cm) Total (cm) 15 d16 4 100 400 16 d12 2 85 170 17 d16 4 134 536 18 d12 2 116 232 19 d6 5 137 685 20 d6 5 35 175 -0.50 +0.00 Pos15-Fe4d16(100) Pos16-Fe2d12(85) 49 Pos17-Fe4d16(134) 31 Pos18-Fe2d12(116) Pos19-Fe +Pos20-Fe c/15 5 d6 P9 25 45 Pos21-Fe Pos22-Fe Pos22-Fe Pos21-Fe4d20(130) Pos22-Fe4d16(100) Pos23-Fe4d20(161) Pos24-Fe4d16(134) 41 21 Pos25-Fe 20 Pos26-Fe Pos25-Fe5d6(138) Pos26-Fe5d6(36) Pos. Diám. No. Long. (cm) Total (cm) 21 d20 4 130 520 22 d16 4 100 400 23 d20 4 161 644 24 d16 4 134 536 25 d6 5 138 690 26 d6 5 36 180 -0.50 +0.00 Pos21-Fe4d20(130) Pos22-Fe4d16(100) 76 Pos23-Fe4d20(161) 49 Pos24-Fe4d16(134) Pos25-Fe +Pos26-Fe c/15 5 d6 P10 25 45 Pos27-Fe10d20(130) Pos28-Fe10d20(161) 28 21 Pos29-Fe 2xPos29-Fe5d6(112) Pos. Diám. No. Long. (cm) Total (cm) 27 d20 10 130 1300 28 d20 10 161 1610 29 d6 10 112 1120 -0.50 +0.00 Pos27-Fe10d20(130) 76 Pos28-Fe10d20(161) 2Pos29-Fe c/15 5 d6 P11 50 50 Pos30-Fe4d12(48) Pos31-Fe4d12(105) Pos32-Fe6d12(85) Pos33-Fe10d12(101) 31 46 Pos34-Fe 45 Pos35-Fe 2xPos34-Fe5d6(166) Pos35-Fe5d6(60) Pos. Diám. No. Long. (cm) Total (cm) x 6 (cm) 30 d12 4 48 192 1152 31 d12 4 105 420 2520 32 d12 6 85 510 3060 33 d12 10 101 1010 6060 34 d6 10 166 1660 9960 35 d6 5 60 300 1800 -0.50 +0.00 Pos30-Fe4d12(48) 32 Pos31-Fe4d12(105) Pos32-Fe6d12(85) 31 Pos33-Fe10d12(101) 2Pos34-Fe +Pos35-Fe c/15 5 d6 P32=P40=P42=P44 P45=P47 55 55 Pos36-Fe Pos38-Fe Pos40-Fe Pos36-Fe4d16(60) Pos37-Fe4d16(140) Pos38-Fe3d12(48) Pos39-Fe3d12(105) Pos40-Fe1d12(85) Pos41-Fe4d16(119) Pos42-Fe4d12(101) 51 51 Pos43-Fe 37 37 Pos44-Fe Pos43-Fe5d6(217) Pos44-Fe5d6(160) Pos. Diám. No. Long. (cm) Total (cm) x 3 (cm) 36 d16 4 60 240 720 37 d16 4 140 560 1680 38 d12 3 48 144 432 39 d12 3 105 315 945 40 d12 1 85 85 255 41 d16 4 119 476 1428 42 d12 4 101 404 1212 43 d6 5 217 1085 3255 44 d6 5 160 800 2400 -0.50 +0.00 Pos36-Fe4d16(60) 50 Pos37-Fe4d16(140) Pos38-Fe3d12(48) 32 Pos39-Fe3d12(105) Pos40-Fe1d12(85) 49 Pos41-Fe4d16(119) 31 Pos42-Fe4d12(101) Pos43-Fe +Pos44-Fe c/15 5 d6 P37=P43=P46 40 40 Pos45-Fe3d12(48) Pos46-Fe3d12(105) Pos47-Fe5d12(85) Pos48-Fe8d12(101) 36 36 Pos49-Fe 35 Pos50-Fe Pos49-Fe5d6(156) 2xPos50-Fe5d6(50) Pos. Diám. No. Long. (cm) Total (cm) x 3 (cm) 45 d12 3 48 144 432 46 d12 3 105 315 945 47 d12 5 85 425 1275 48 d12 8 101 808 2424 49 d6 5 156 780 2340 50 d6 10 50 500 1500 -0.50 +0.00 Pos45-Fe3d12(48) 32 Pos46-Fe3d12(105) Pos47-Fe5d12(85) 31 Pos48-Fe8d12(101) Pos49-Fe +2Pos50-Fe c/15 5 d6 P38=P39=P41 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AEH-500CN (Kg) P1 1 d16 8 350 350 2800 44.2 2 d6 21 137 137 2877 6.4 3 d6 21 36 36 756 1.7 57.5 Total+10%: P2=P3=P4=P7 4 d12 6 385 385 2310 20.5 5 d12 6 30 86 116 696 6.2 6 d6 26 136 136 3536 7.8 7 d6 26 35 35 910 2.0 40.2 160.8 Total+10%: (x4): P5 8 d12 6 335 335 2010 17.8 9 d6 21 136 136 2856 6.3 10 d6 21 35 35 735 1.6 28.3 Total+10%: P6 11 d16 6 400 400 2400 37.9 12 d12 2 385 385 770 6.8 13 d16 6 30 104 134 804 12.7 14 d12 2 30 86 116 232 2.1 15 d6 26 137 137 3562 7.9 16 d6 26 35 35 910 2.0 76.3 Total+10%: P10 17 d16 8 350 350 2800 44.2 18 d6 21 137 137 2877 6.4 19 d6 21 36 36 756 1.7 57.5 Total+10%: P11 20 d20 8 380 380 3040 75.0 21 d6 21 138 138 2898 6.4 22 d6 21 38 38 798 1.8 91.5 Total+10%: P12 23 d12 8 385 385 3080 27.3 24 d12 8 30 86 116 928 8.2 25 d6 26 136 136 3536 7.8 26 d6 26 35 35 910 2.0 49.8 Total+10%: P13=P14=P15=P16=P17=P18 P19 27 d12 6 385 385 2310 20.5 28 d12 6 30 86 116 696 6.2 29 d6 26 136 136 3536 7.8 30 d6 26 35 35 910 2.0 40.2 281.4 Total+10%: (x7): P20 31 d16 4 400 400 1600 25.3 32 d12 4 385 385 1540 13.7 33 d16 4 30 104 134 536 8.5 34 d12 4 30 86 116 464 4.1 35 d6 25 137 137 3425 7.6 36 d6 25 35 35 875 1.9 67.2 Total+10%: P21=P24=P27=P30=P31 37 d12 4 348 348 1392 12.4 38 d12 4 30 86 116 464 4.1 39 d6 25 96 96 2400 5.3 24.0 120.0 Total+10%: (x5): P22=P23=P25=P26=P28=P29 P33=P34=P35=P36=P48=P49 40 d12 4 348 348 1392 12.4 41 d12 4 30 86 116 464 4.1 42 d6 25 96 96 2400 5.3 24.0 288.0 Total+10%: (x12): P32=P42=P47 43 d12 6 335 335 2010 17.8 44 d6 21 76 76 1596 3.5 23.4 70.2 Total+10%: (x3): P37=P38=P39=P40=P41=P43 P44=P45=P46 45 d12 4 335 335 1340 11.9 46 d6 21 76 76 1596 3.5 16.9 152.1 Total+10%: (x9): d6: 330.4 d12: 897.6 d16: 190.1 d20: 82.5 Total: 1500.6 25 45 Pos1-Fe8d16(350) 41 21 Pos2-Fe 20 Pos3-Fe Pos2-Fe21d6(137) Pos3-Fe21d6(36) Pos. Diám. No. Long. (cm) Total (cm) 1 d16 8 350 2800 2 d6 21 137 2877 3 d6 21 36 756 +0.00 +3.00 Pos1-Fe8d16(350) Pos2-Fe+Pos3-Fec/15 21 d6 P1 Resumen Acero LOSA/VIGAS INTERMEDIAS Pilares Long. total (m) Peso+10% (Kg) AEH-500CN d6 1366.3 334 d12 917.3 896 d16 109.4 190 d20 30.4 82 1502 Total 25 45 Pos4-Fe6d12(385) Pos5-Fe6d12(116) 21 41 Pos6-Fe 20 Pos7-Fe Pos6-Fe26d6(136) Pos7-Fe26d6(35) Pos. Diám. No. Long. (cm) Total (cm) x 4 (cm) 4 d12 6 385 2310 9240 5 d12 6 116 696 2784 6 d6 26 136 3536 14144 7 d6 26 35 910 3640 -0.50 +0.00 +3.00 Pos4-Fe6d12(385) 31 Pos5-Fe6d12(116) Pos6-Fe +Pos7-Fe c/15 5 d6 Pos6-Fe+Pos7-Fec/15 21 d6 P2=P3=P4=P7 25 45 Pos8-Fe6d12(335) 21 41 Pos9-Fe 20 Pos10-Fe Pos9-Fe21d6(136) Pos10-Fe21d6(35) Pos. Diám. No. Long. (cm) Total (cm) 8 d12 6 335 2010 9 d6 21 136 2856 10 d6 21 35 735 +0.00 +3.00 Pos8-Fe6d12(335) Pos9-Fe+Pos10-Fec/15 21 d6 P5 25 45 Pos11-Fe Pos12-Fe Pos11-Fe6d16(400) Pos12-Fe2d12(385) Pos13-Fe6d16(134) Pos14-Fe2d12(116) 21 41 Pos15-Fe 20 Pos16-Fe Pos15-Fe26d6(137) Pos16-Fe26d6(35) Pos. Diám. No. Long. (cm) Total (cm) 11 d16 6 400 2400 12 d12 2 385 770 13 d16 6 134 804 14 d12 2 116 232 15 d6 26 137 3562 16 d6 26 35 910 -0.50 +0.00 +3.00 Pos11-Fe6d16(400) Pos12-Fe2d12(385) 49 Pos13-Fe6d16(134) 31 Pos14-Fe2d12(116) Pos15-Fe +Pos16-Fe c/15 5 d6 Pos15-Fe+Pos16-Fec/15 21 d6 P6 25 45 Pos17-Fe8d16(350) 41 21 Pos18-Fe 20 Pos19-Fe Pos18-Fe21d6(137) Pos19-Fe21d6(36) Pos. Diám. No. Long. (cm) Total (cm) 17 d16 8 350 2800 18 d6 21 137 2877 19 d6 21 36 756 +0.00 +3.00 Pos17-Fe8d16(350) Pos18-Fe+Pos19-Fec/15 21 d6 P10 25 45 Pos20-Fe8d20(380) 41 21 Pos21-Fe 20 Pos22-Fe Pos21-Fe21d6(138) Pos22-Fe21d6(38) Pos. Diám. No. Long. (cm) Total (cm) 20 d20 8 380 3040 21 d6 21 138 2898 22 d6 21 38 798 +0.00 +3.00 Pos20-Fe8d20(380) Pos21-Fe+Pos22-Fec/15 21 d6 P11 25 45 Pos23-Fe8d12(385) Pos24-Fe8d12(116) 21 41 Pos25-Fe 20 Pos26-Fe Pos25-Fe26d6(136) Pos26-Fe26d6(35) Pos. Diám. No. Long. (cm) Total (cm) 23 d12 8 385 3080 24 d12 8 116 928 25 d6 26 136 3536 26 d6 26 35 910 -0.50 +0.00 +3.00 Pos23-Fe8d12(385) 31 Pos24-Fe8d12(116) Pos25-Fe +Pos26-Fe c/15 5 d6 Pos25-Fe+Pos26-Fec/15 21 d6 P12 25 45 Pos27-Fe6d12(385) Pos28-Fe6d12(116) 21 41 Pos29-Fe 20 Pos30-Fe Pos29-Fe26d6(136) Pos30-Fe26d6(35) Pos. Diám. No. Long. (cm) Total (cm) x 7 (cm) 27 d12 6 385 2310 16170 28 d12 6 116 696 4872 29 d6 26 136 3536 24752 30 d6 26 35 910 6370 -0.50 +0.00 +3.00 Pos27-Fe6d12(385) 31 Pos28-Fe6d12(116) Pos29-Fe +Pos30-Fe c/15 5 d6 Pos29-Fe+Pos30-Fec/15 21 d6 P13=P14=P15=P16 P17=P18=P19 25 45 Pos31-Fe Pos32-Fe Pos32-Fe Pos31-Fe4d16(400) Pos32-Fe4d12(385) Pos33-Fe4d16(134) Pos34-Fe4d12(116) 41 21 Pos35-Fe 20 Pos36-Fe Pos35-Fe25d6(137) Pos36-Fe25d6(35) Pos. Diám. No. Long. (cm) Total (cm) 31 d16 4 400 1600 32 d12 4 385 1540 33 d16 4 134 536 34 d12 4 116 464 35 d6 25 137 3425 36 d6 25 35 875 -0.50 +3.00 Pos31-Fe4d16(400) Pos32-Fe4d12(385) 49 Pos33-Fe4d16(134) 31 Pos34-Fe4d12(116) Pos35-Fe+Pos36-Fec/15 25 d6 P20 25 25 Pos37-Fe4d12(348) Pos38-Fe4d12(116) 21 21 Pos39-Fe25d6(96) Pos. Diám. No. Long. (cm) Total (cm) x 5 (cm) 37 d12 4 348 1392 6960 38 d12 4 116 464 2320 39 d6 25 96 2400 12000 -0.50 +3.00 Pos37-Fe4d12(348) 31 Pos38-Fe4d12(116) Pos39-Fec/15 25 d6 P21=P24=P27=P30 P31 25 25 Pos40-Fe4d12(348) Pos41-Fe4d12(116) 21 21 Pos42-Fe25d6(96) Pos. Diám. No. Long. (cm) Total (cm) x 12 (cm) 40 d12 4 348 1392 16704 41 d12 4 116 464 5568 42 d6 25 96 2400 28800 -0.50 +3.00 Pos40-Fe4d12(348) 31 Pos41-Fe4d12(116) Pos42-Fec/15 25 d6 P22=P23=P25=P26 P28=P29=P33=P34 P35=P36=P48=P49 20 20 Pos43-Fe6d12(335) 16 16 Pos44-Fe21d6(76) Pos. Diám. No. Long. (cm) Total (cm) x 3 (cm) 43 d12 6 335 2010 6030 44 d6 21 76 1596 4788 +0.00 +3.00 Pos43-Fe6d12(335) Pos44-Fec/15 21 d6 P32=P42=P47 20 20 Pos45-Fe4d12(335) 16 16 Pos46-Fe21d6(76) Pos. Diám. No. Long. (cm) Total (cm) x 9 (cm) 45 d12 4 335 1340 12060 46 d6 21 76 1596 14364 +0.00 +3.00 Pos45-Fe4d12(335) Pos46-Fec/15 21 d6 P37=P38=P39=P40 P41=P43=P44=P45 P46 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AEH-500CN (Kg) P6 1 d16 6 200 200 1200 18.9 2 d12 2 185 185 370 3.3 3 d6 11 137 137 1507 3.3 4 d6 11 35 35 385 0.9 29.0 Total+10%: P8 5 d12 6 485 485 2910 25.8 6 d6 31 136 136 4216 9.4 7 d6 31 35 35 1085 2.4 41.4 Total+10%: P9 8 d16 4 500 500 2000 31.6 9 d12 2 485 485 970 8.6 10 d6 31 137 137 4247 9.4 11 d6 31 35 35 1085 2.4 57.2 Total+10%: P11 12 d12 8 185 185 1480 13.1 13 d6 11 136 136 1496 3.3 14 d6 11 35 35 385 0.9 19.0 Total+10%: P12 15 d12 8 185 185 1480 13.1 16 d6 11 136 136 1496 3.3 17 d6 11 35 35 385 0.9 19.0 Total+10%: P20 18 d16 4 200 200 800 12.6 19 d12 4 185 185 740 6.6 20 d6 11 137 137 1507 3.3 21 d6 11 35 35 385 0.9 25.7 Total+10%: P32=P42=P47 22 d12 6 185 185 1110 9.9 23 d6 11 76 76 836 1.9 13.0 39.0 Total+10%: (x3): d6: 50.7 d12: 110.1 d16: 69.5 Total: 230.3 25 45 Pos1-Fe Pos2-Fe Pos1-Fe6d16(200) Pos2-Fe2d12(185) 21 41 Pos3-Fe 20 Pos4-Fe Pos3-Fe11d6(137) Pos4-Fe11d6(35) Pos. Diám. No. Long. (cm) Total (cm) 1 d16 6 200 1200 2 d12 2 185 370 3 d6 11 137 1507 4 d6 11 35 385 +3.00 +4.50 Pos1-Fe6d16(200) Pos2-Fe2d12(185) Pos3-Fe+Pos4-Fec/15 11 d6 P6 Resumen Acero VIGAS GARAGE Pilares Long. total (m) Peso+10% (Kg) AEH-500CN d6 206.9 51 d12 112.8 110 d16 40.0 69 230 Total 25 45 Pos5-Fe6d12(485) 21 41 Pos6-Fe 20 Pos7-Fe Pos6-Fe31d6(136) Pos7-Fe31d6(35) Pos. Diám. No. Long. (cm) Total (cm) 5 d12 6 485 2910 6 d6 31 136 4216 7 d6 31 35 1085 +0.00 +4.50 Pos5-Fe6d12(485) Pos6-Fe+Pos7-Fec/15 31 d6 P8 25 45 Pos8-Fe Pos9-Fe Pos8-Fe4d16(500) Pos9-Fe2d12(485) 21 41 Pos10-Fe 20 Pos11-Fe Pos10-Fe31d6(137) Pos11-Fe31d6(35) Pos. Diám. No. Long. (cm) Total (cm) 8 d16 4 500 2000 9 d12 2 485 970 10 d6 31 137 4247 11 d6 31 35 1085 +0.00 +4.50 Pos8-Fe4d16(500) Pos9-Fe2d12(485) Pos10-Fe+Pos11-Fec/15 31 d6 P9 25 45 Pos12-Fe8d12(185) 41 21 Pos13-Fe 20 Pos14-Fe Pos13-Fe11d6(136) Pos14-Fe11d6(35) Pos. Diám. No. Long. (cm) Total (cm) 12 d12 8 185 1480 13 d6 11 136 1496 14 d6 11 35 385 +3.00 +4.50 Pos12-Fe8d12(185) Pos13-Fe+Pos14-Fec/15 11 d6 P11 25 45 Pos15-Fe8d12(185) 21 41 Pos16-Fe 20 Pos17-Fe Pos16-Fe11d6(136) Pos17-Fe11d6(35) Pos. Diám. No. Long. (cm) Total (cm) 15 d12 8 185 1480 16 d6 11 136 1496 17 d6 11 35 385 +3.00 +4.50 Pos15-Fe8d12(185) Pos16-Fe+Pos17-Fec/15 11 d6 P12 25 45 Pos18-Fe Pos19-Fe Pos19-Fe Pos18-Fe4d16(200) Pos19-Fe4d12(185) 41 21 Pos20-Fe 20 Pos21-Fe Pos20-Fe11d6(137) Pos21-Fe11d6(35) Pos. Diám. No. Long. (cm) Total (cm) 18 d16 4 200 800 19 d12 4 185 740 20 d6 11 137 1507 21 d6 11 35 385 +3.00 +4.50 Pos18-Fe4d16(200) Pos19-Fe4d12(185) Pos20-Fe+Pos21-Fec/15 11 d6 P20 20 20 Pos22-Fe6d12(185) 16 16 Pos23-Fe11d6(76) Pos. Diám. No. Long. (cm) Total (cm) x 3 (cm) 22 d12 6 185 1110 3330 23 d6 11 76 836 2508 +3.00 +4.50 Pos22-Fe6d12(185) Pos23-Fec/15 11 d6 P32=P42=P47 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AEH-500CN (Kg) P1 1 d12 6 303 303 1818 16.1 2 d6 22 136 136 2992 6.6 3 d6 22 35 35 770 1.7 26.8 Total+10%: P2=P3=P4=P5=P13=P14=P15 P16=P17=P18=P19 4 d12 6 303 303 1818 16.1 5 d6 22 136 136 2992 6.6 6 d6 22 35 35 770 1.7 26.8 294.8 Total+10%: (x11): P6 7 d12 8 153 153 1224 10.9 8 d6 12 136 136 1632 3.6 9 d6 12 35 35 420 0.9 16.9 Total+10%: P7 10 d12 6 303 303 1818 16.1 11 d6 23 136 136 3128 6.9 12 d6 23 35 35 805 1.8 27.3 Total+10%: P8=P12 13 d12 6 153 153 918 8.2 14 d6 12 136 136 1632 3.6 15 d6 12 35 35 420 0.9 14.0 28.0 Total+10%: (x2): P9 16 d16 4 13 152 165 660 10.4 17 d12 2 153 153 306 2.7 18 d6 12 137 137 1644 3.6 19 d6 12 35 35 420 0.9 19.4 Total+10%: P10 20 d12 8 303 303 2424 21.5 21 d6 23 136 136 3128 6.9 22 d6 23 35 35 805 1.8 33.2 Total+10%: P11 23 d12 6 153 153 918 8.2 24 d6 12 136 136 1632 3.6 25 d6 12 35 35 420 0.9 14.0 Total+10%: P20 26 d16 4 13 152 165 660 10.4 27 d12 2 153 153 306 2.7 28 d6 12 137 137 1644 3.6 29 d6 12 35 35 420 0.9 19.4 Total+10%: P32=P42=P47 30 d12 4 153 153 612 5.4 31 d6 12 76 76 912 2.0 8.1 24.3 Total+10%: (x3): P37=P38=P39=P40=P41=P43 P44=P45=P46 32 d12 4 303 303 1212 10.8 33 d6 22 76 76 1672 3.7 16.0 144.0 Total+10%: (x9): d6: 201.7 d12: 423.6 d16: 22.8 Total: 648.1 25 45 Pos1-Fe6d12(303) 41 21 Pos2-Fe 20 Pos3-Fe Pos2-Fe22d6(136) Pos3-Fe22d6(35) Pos. Diám. No. Long. (cm) Total (cm) 1 d12 6 303 1818 2 d6 22 136 2992 3 d6 22 35 770 +3.00 +6.05 Pos1-Fe6d12(303) Pos2-Fe+Pos3-Fec/15 22 d6 P1 Resumen Acero VIGAS CUBIERTA Pilares Long. total (m) Peso+10% (Kg) AEH-500CN d6 831.3 203 d12 433.9 424 d16 13.2 23 650 Total 25 45 Pos4-Fe6d12(303) 21 41 Pos5-Fe 20 Pos6-Fe Pos5-Fe22d6(136) Pos6-Fe22d6(35) Pos. Diám. No. Long. (cm) Total (cm) x 11 (cm) 4 d12 6 303 1818 19998 5 d6 22 136 2992 32912 6 d6 22 35 770 8470 +3.00 +6.05 Pos4-Fe6d12(303) Pos5-Fe+Pos6-Fec/15 22 d6 P2=P3=P4=P5=P13 P14=P15=P16=P17 P18=P19 25 45 Pos7-Fe8d12(153) 21 41 Pos8-Fe 20 Pos9-Fe Pos8-Fe12d6(136) Pos9-Fe12d6(35) Pos. Diám. No. Long. (cm) Total (cm) 7 d12 8 153 1224 8 d6 12 136 1632 9 d6 12 35 420 +4.50 +6.05 Pos7-Fe8d12(153) Pos8-Fe+Pos9-Fec/15 12 d6 P6 25 45 Pos10-Fe6d12(303) 21 41 Pos11-Fe 20 Pos12-Fe Pos11-Fe23d6(136) Pos12-Fe23d6(35) Pos. Diám. No. Long. (cm) Total (cm) 10 d12 6 303 1818 11 d6 23 136 3128 12 d6 23 35 805 +3.00 +4.50 +6.05 Pos10-Fe6d12(303) Pos11-Fe+Pos12-Fec/15 11 d6 Pos11-Fe+Pos12-Fec/15 12 d6 P7 25 45 Pos13-Fe6d12(153) 21 41 Pos14-Fe 20 Pos15-Fe Pos14-Fe12d6(136) Pos15-Fe12d6(35) Pos. Diám. No. Long. (cm) Total (cm) x 2 (cm) 13 d12 6 153 918 1836 14 d6 12 136 1632 3264 15 d6 12 35 420 840 +4.50 +6.05 Pos13-Fe6d12(153) Pos14-Fe+Pos15-Fec/15 12 d6 P8=P12 25 45 Pos16-Fe Pos17-Fe Pos16-Fe4d16(165) Pos17-Fe2d12(153) 21 41 Pos18-Fe 20 Pos19-Fe Pos18-Fe12d6(137) Pos19-Fe12d6(35) Pos. Diám. No. Long. (cm) Total (cm) 16 d16 4 165 660 17 d12 2 153 306 18 d6 12 137 1644 19 d6 12 35 420 +4.50 +6.05 Pos16-Fe4d16(165) Pos17-Fe2d12(153) Pos18-Fe+Pos19-Fec/15 12 d6 P9 25 45 Pos20-Fe8d12(303) 41 21 Pos21-Fe 20 Pos22-Fe Pos21-Fe23d6(136) Pos22-Fe23d6(35) Pos. Diám. No. Long. (cm) Total (cm) 20 d12 8 303 2424 21 d6 23 136 3128 22 d6 23 35 805 +3.00 +4.50 +6.05 Pos20-Fe8d12(303) Pos21-Fe+Pos22-Fec/15 11 d6 Pos21-Fe+Pos22-Fec/15 12 d6 P10 25 45 Pos23-Fe6d12(153) 41 21 Pos24-Fe 20 Pos25-Fe Pos24-Fe12d6(136) Pos25-Fe12d6(35) Pos. Diám. No. Long. (cm) Total (cm) 23 d12 6 153 918 24 d6 12 136 1632 25 d6 12 35 420 +4.50 +6.05 Pos23-Fe6d12(153) Pos24-Fe+Pos25-Fec/15 12 d6 P11 25 45 Pos26-Fe Pos27-Fe Pos26-Fe4d16(165) Pos27-Fe2d12(153) 41 21 Pos28-Fe 20 Pos29-Fe Pos28-Fe12d6(137) Pos29-Fe12d6(35) Pos. Diám. No. Long. (cm) Total (cm) 26 d16 4 165 660 27 d12 2 153 306 28 d6 12 137 1644 29 d6 12 35 420 +4.50 +6.05 Pos26-Fe4d16(165) Pos27-Fe2d12(153) Pos28-Fe+Pos29-Fec/15 12 d6 P20 20 20 Pos30-Fe4d12(153) 16 16 Pos31-Fe12d6(76) Pos. Diám. No. Long. (cm) Total (cm) x 3 (cm) 30 d12 4 153 612 1836 31 d6 12 76 912 2736 +4.50 +6.05 Pos30-Fe4d12(153) Pos31-Fec/15 12 d6 P32=P42=P47 20 20 Pos32-Fe4d12(303) 16 16 Pos33-Fe22d6(76) Pos. Diám. No. Long. (cm) Total (cm) x 9 (cm) 32 d12 4 303 1212 10908 33 d6 22 76 1672 15048 +3.00 +6.05 Pos32-Fe4d12(303) Pos33-Fec/15 22 d6 P37=P38=P39=P40 P41=P43=P44=P45 P46 COLUMNAS QUE TERMINAN EN NIVEL GARAJE COLUMNAS QUE TERMINAN EN PRIMER PISO COLUMNAS QUE TERMINAN EN PLANTA BAJA COLUMNAS QUE TERMINAN EN NIVEL CUBIERTA Armado columna Eje columna Eje viga Columna 0.05 0.05 Anclaje horizontal h Juntas de hormigonado rugosas, limpias y humedecidas antes de hormigonar Anclaje Anclaje DETALLE CAMBIO DE SECCION DE COLUMNAS vertical vertical PROYECTO: MERCADO CAMPESINO \W4.00000; SAN JOSE SUPERVISIÓN: CONSULTORA J.V. PLANO: COLUMNAS NIVEL GARAJE Y CUBIERTA GOBIERNO MUNICIPAL MONTEAGUDO PLANO 7/10 ESC.: 1:50 FECHA: OCTUBRE 2008 DISEÑO: ING. LUIS AVILA B.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio
Tags	autocad, columns, DETAIL, details, DWG, irons, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structure en acier, types

DWG_Blocks

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