Complete Stairway DWG Detail for AutoCAD

Stairway with complete detail of armors.

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

element, pos., diam., do not., long, total, stairs, total:, section, type of support:, intermediate beam, type of support:, off-beam beam only, section, type of support:, intermediate beam, type of support:, single girder, plant, section, section, type of support:, single girder, type of support:, off-beam beam only, type of support:, intermediate beam, section, section, materials, concrete: normal control, steel: normal control, actions: normal control, supports, Upper: Flat beam only, bottom: only off-beam beam, intermediate: intermediate beam, load box, type of loads, loads, rails, overload, stepped, abstract steel, stairs, stairs, long total, total, armed with ladders, scale:

Raw text data extracted from CAD file:

Elemento Pos. Diam. No. Long. (cm) Total (cm) B 400 S, CN (Kg) Escalera 1 d16 4 386 1544 24.37 2 d16 4 468 1872 29.55 3 d12 4 477 1908 16.94 4 d12 4 98 392 3.48 5 d8 5 242 1210 4.77 6 d12 4 242 968 8.59 7 d8 12 122 1464 5.78 8 d8 12 122 1464 5.78 9 d8 11 122 1342 5.30 10 d8 12 122 1464 5.78 11 d12 4 385 1540 13.67 12 d16 4 178 712 11.24 13 d12 4 184 736 6.53 14 d16 1 142 142 2.24 15 d12 1 142 142 1.26 159.81 Total+10%: d8: 30.15 d12: 55.52 d16: 74.14 TOTAL: 159.81 SECCION 1 – 1 (escala 1:20) 30 240 100 20 130 20 Tipo de Apoyo: Viga intermedia 20 Tipo de Apoyo: Solo viga descolgada 30 30 L=386 4P1d16c/30 L=477 4P3d12c/30 L=98 4P4d12c/30 L=178 4P12d16c/30 L=242 5P5d8c/25 L=242 4P6d12c/30 L=122 12P7d8c/25 L=122 12P8d8c/25 18 55 25 L=98 4P4d12c/30 14 117 315 7 24 L=477 4P3d12c/30 18 27 316 25 L=386 4P1d16c/30 14 139 25 L=178 4P12d16c/30 30 240 100 20 150 20 SECCION 2 – 2 (escala 1:20) Tipo de Apoyo: Viga intermedia 20 Tipo de Apoyo: Solo viga plana 30 30 L=468 4P2d16c/30 L=385 4P11d12c/30 L=184 4P13d12c/30 L=122 11P9d8c/25 L=122 12P10d8c/25 L=242 5P5d8c/25 L=242 4P6d12c/30 14 145 25 L=184 4P13d12c/30 25 309 27 24 L=385 4P11d12c/30 14 123 308 23 L=468 4P2d16c/30 20 220 30 240 100 20 PLANTA (escala 1:20) 1P15d12c/30 L=142 1P14d16c/30 L=142 4P11d12c/30 L=385 4P13d12c/30 L=184 4P2d16c/30 L=468 4P3d12c/30 L=477 4P1d16c/30 L=386 4P12d16c/30 L=178 1 1 2 2 3 3 4 4 5 5 220 20 SECCION 3 – 3 (escala 1:20) L=242 4P6d12c/30 L=242 5P5d8c/25 14 214 14 L=242 4P6d12c/30 14 214 14 L=242 5P5d8c/25 30 240 100 20 130 20 150 SECCION ACOTADA (escala 1:50) Tipo de Apoyo: Solo viga plana 30 30 Tipo de Apoyo: Solo viga descolgada 30 30 Tipo de Apoyo: Viga intermedia 20 20 100 SECCION 5 – 5 (escala 1:20) L=122 12P10d8c/25 L=122 11P9d8c/25 20 100 SECCION 4 – 4 (escala 1:20) L=122 12P8d8c/25 L=122 12P7d8c/25 MATERIALES Hormigón: HA-25 , Control Normal Acero: B 400 S , Control Normal Acciones: EHE, Control normal APOYOS superior: Solo viga plana inferior: Solo viga descolgada intermedio: Viga intermedia Cuadro de Cargas Tipo de Cargas Cargas Barandillas 0.300 Tn/m Sobrecarga de uso 0.300 Tn/m2 Peldañeado 0.200 Tn/m2 RESUMEN ACERO ESCALERAS Escalera Long. Total (m) Peso(con mermas) (Kg) B 400 S, CN d8 69.4 30 d12 56.9 56 d16 42.7 74 160 Total ARMADOS DE ESCALERA Escala: 1:20