Launched Stairs DWG Section for AutoCAD

Section and plant of launched stair for housing – Structural design with steels

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

element, Pos., dia., do not., pat., Straight, pat., long, total, ladder launched, total:, ladder launched, geometry, ambit, thickness, paw print, riser, difference that saves, number of steps, final plant, upper floor, initial plant, aux. cement. stairs, Loads, own weight, stepped, with, Sole, rails, overload, materials, concrete, normal control, steel, normal control, Rec. geometric, section, wrought, section, section, section, section, abstract steel, ladder launched, long total, total, municipality:, province:, Department:, structural ladder plan, date:, reviewed:, code:, plan nº:, designer:, cartoonist:, scale:, municipal government, danny quispe, subalcaldía:, owner:, abstract steel, aux. cimient. stairs, long total, total, cut, ladder foundation, element, Pos., dia., do not., pat., Straight, pat., long, total, Ladder start, total:, skin armor

Raw text data extracted from CAD file:

Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AEH-400CN (kg) Escalera Lanzada 1 d16 6 419 419 2514 39.7 2 d12 6 127 127 762 6.8 3 d12 6 317 317 1902 16.9 4 d12 6 135 135 810 7.2 5 d16 6 112 112 672 10.6 6 d12 6 101 101 606 5.4 7 d16 7 234 234 1638 25.9 8 d12 7 235 235 1645 14.6 9 d16 6 176 176 1056 16.7 10 d16 6 304 304 1824 28.8 11 d12 6 232 232 1392 12.4 12 d12 6 251 251 1506 13.4 13 d8 59 121 121 7139 28.2 249.3 Total+10%: d8: 31.1 d12: 84.3 d16: 133.9 Total: 249.3 Escalera Lanzada Geometría Ámbito 1.060 m Espesor 0.18 m Huella 0.300 m Contrahuella 0.170 m Desnivel que salva 3.50 m Nº de escalones 15 Planta final Losa planta alta Planta inicial Aux. Ciment. Escalera Cargas Peso propio 0.450 Tn/m2 Peldañeado (Realizado con ladrillo) 0.118 Tn/m2 Solado 0.100 Tn/m2 Barandillas 0.300 Tn/m Sobrecarga de uso 0.300 Tn/m2 Materiales Hormigón H-200, Control Normal Acero AEH-400, Control Normal Rec. geométrico 2.5 cm Sección C-C 0.25 Forjado d16c/20 d12c/20 d16c/20 d8c/20 d12c/20 d8c/20 1.17 1.2 0.18 0.51 0.85 8 127 41 Pos9-6d16c/20(176) 42 62 170 30 Pos10-6d16c/20(304) 8 127 67 30 Pos11-6d12c/20(232) 30 191 30 Pos12-6d12c/20(251) Sección D-D d8c/20 d8c/20 1.06 0.18 11 99 11 Pos13-18d8c/20(121) 11 99 11 Pos13-18d8c/20(121) Sección E-E d8c/20 d8c/20 1.06 0.18 11 99 11 Pos13-11d8c/20(121) 11 99 11 Pos13-12d8c/20(121) Sección A-A d16c/20 d12c/20 d8c/20 d16c/20 d8c/20 d12c/20 1.8 1.17 0.5 0.95 1.19 92 236 83 8 Pos1-6d16c/20(419) 97 30 Pos2-6d12c/20(127) 30 257 30 Pos3-6d12c/20(317) 30 97 8 Pos4-6d12c/20(135) 30 82 Pos5-6d16c/20(112) 30 71 Pos6-6d12c/20(101) Sección B-B d16c/20 d12c/20 d16c/20 d12c/20 1.06 0.08 1.06 0.18 11 212 11 Pos7-7d16c/20(234) 11 213 11 Pos8-7d12c/20(235) A A B B C C D D E E 1.17 1.2 1.8 1.17 1.06 0.08 1.06 Resumen Acero Escalera Lanzada Long. total (m) Peso+10% (kg) AEH-400CN d8 71.4 31 d12 86.2 84 d16 77.0 134 249 Total MUNICIPIO: PROVINCIA: DEPARTAMENTO: PLANO ESTRUCTURAL DE ESCALERA FECHA: REVISADO: CODIGO: PLANO Nº: PROYECTISTA: DIBUJANTE: ESCALA: GOBIERNO MUNICIPAL 1:50 DANNY QUISPE SUBALCALDÍA: PROPIETARIO: Resumen Acero Aux. Cimient. Escalera Long. total (m) Peso+10% (kg) AEH-400CN d8 6.6 3 d10 4.7 3 d16 6.3 11 17 Total 115 Pos2-4d16 (157) 25 25 Pos1-3d10 (157) 25 25 4x Pos3-1ed8 c/30 4 107 4 40×50 A A Corte A 42 32 Pos3-4d8(164) 50 40 CIMIENTO DE ESCALERA Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AEH-400CN (kg) Arranque de Escalera 1 d10 3 25 107 25 157 471 2.9 2 d16 4 25 107 25 157 628 9.9 3 d8 4 164 656 2.6 16.9 Total+10%: d8: 2.8 d10: 3.2 d16: 10.9 Total: 16.9 Armadura de Piel 2d 10