Helicoidal Staircase DWG Block for AutoCAD

Helicoidal Staircase DWG Block for AutoCAD

Structural plane helicoidal staircase 450º (5/2pi radianes).

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

pos, pos, pos, scheme, structural plan, university of san andres faculty of engineering civil engineering, draft:, students: salazar coronel roberto porfirio bairon esteli, teacher: ing. Miguel Trujillo Mallea, delivery date: from sep. from, sheet:, scale:, Indicated, special themes of reinforced concrete, check load bearing capacity before casting foundations, will be solely responsible for the quality of the, meet these calculation hypotheses., high strength reinforcing steel according to standards, liability is limited to the extent that, coatings:, perform the documented control trials., given the characteristics of the owner, shoes cm., support structure cm cm., General notes:, owner., registered., check dimensions on site with architectural plans., any modification shall be the sole responsibility of the, the construction process must be carried out by a professional, bearing capacity of the terrain:, standard used for design: bael ehe, coarse aggregate maximum size:, concrete mpa days according to norms, heal according to norms, General notes, cut, cut, cut, cut, beam, scheme, beam, in plane, beam, in plane, beam, in stairway geometry, structural plan, university of san andres faculty of engineering civil engineering, draft:, delivery date: from sep. from, sheet:, scale:, Indicated, check load bearing capacity before casting foundations, will be solely responsible for the quality of the, meet these calculation hypotheses., high strength reinforcing steel according to standards, liability is limited to the extent that, coatings:, perform the documented control trials., given the characteristics of the owner, shoes cm., support structure cm, General notes:, owner., registered., check dimensions on site with architectural plans., any modification shall be the sole responsibility of the, the construction process must be carried out by a professional, bearing capacity of the terrain:, standard used for design: ehe, coarse aggregate maximum size:, concrete mpa days according to norms, heal according to norms, General notes, helical, upper armor esc, lower armor, geometry, section geometry, esc cuts, cut cut, esc cuts, cut cut, architectural, cut cut, Schemes, esc, Schemes

Raw text data extracted from CAD file:

1 2 3 4 5 6 7 8 9 10 11 12 G F E D C B A M L K J H 13 14 15 16 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 M L K J H G F E D C B A B B 2,26 0,76 0,90 15° 4,59 1,80 1,76 1,15 3,28 1,19 1,32 1,44 1,84 -210.8401901484048 Pos (13) E Ø 8 c/30 Pos (14) E Ø 6 c/60 -210.8401901484048 Pos (13) E Ø 8 c/25 Pos (14) E Ø 6 c/50 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 -210.8401901484048 Pos (13) E Ø 8 c/15 Pos (14) E Ø 6 c/30 Pos (13) E Ø 8 c/12.5 Pos (14) E Ø 6 c/25 Pos (13) E Ø 8 c/30 Pos (14) E Ø 6 c/60 Pos (13) E Ø 8 c/17.5 Pos (14) E Ø 6 c/35 Pos (13) E Ø 8 c/12.5 Pos (14) E Ø 6 c/25 Pos (13) E Ø 8 c/10 Pos (14) E Ø 6 c/20 Pos (13) E Ø 8 c/10 Pos (14) E Ø 6 c/20 Pos (13) E Ø 8 c/15 Pos (14) E Ø 6 c/30 Pos (13) E Ø 8 c/30 Pos (14) E Ø 6 c/60 Pos (13) E Ø 8 c/25 Pos (14) E Ø 6 c/50 Pos (13) E Ø 8 c/10 Pos (14) E Ø 6 c/20 Pos (15) E Ø 6 c/20 65° 123° 65° 82° 41° 73° 0.24 1.3 0.09 0.38 Ri = 0.4 Re =1.70 1.3 0.3 1.3 2 0.3 0,40 1,90 0,80 0,80 0,30 2,90 1,90 1,30 0,30 0,60 0,77 0,80 0,80 0.4000000000000057 1.900000000000034 0.8000000000000114 0.7999999999999261 0.3000000000000682 5 5 1.300000000000011 0.3000000000000114 0.5999999999999943 5 0.8000000000000114 0.8000000000000114 (1)4f12 (3)f10c/30 (2)f10c/30 (2)f10c/30 (3)f10c/30 (4)f10c/30 (3)5f10 (5)4f12 (4) y(5)4f12 100 (1) 113 84 180 (2) 280 (3) 20 20 180 (4) 80 270 78 (5) ESQUEMA 0.25 PLANO ESTRUCTURAL UNIVERSIDAD MAYOR DE SAN ANDRES FACULTAD DE INGENIERIA INGENIERIA CIVIL Proyecto: "ESCALERA - HELICOIDAL" ALUMNOS: Salazar Coronel Roberto Porfirio \W4.00000; Bairon Esteli DOCENTE: Ing. Miguel Trujillo Mallea Fecha de Entrega: 18 de sep. de 2009 Lámina: 1 de 2 ESCALA: Indicada TEMAS ESPECIALES DE HORMIGON ARMADO (CIV - 313) 9.- VERIFICAR CAPACIDAD PORTANTE DEL TERRENO, ANTES DE VACIAR FUNDACIONES SERA EL UNICO RESPONSABLE POR LA CALIDAD DEL HORMIGON, DEBIENDO CUMPLAN ESTOS PLANOS, NORMAS,ESPECIFICACIONES E HIPOTESIS DE CALCULO. ACERO DE REFUERZO ALTA RESISTENCIA AH-420 SEGUN NORMAS CBH-87 7.- LA RESPONSABILIDAD DEL PROYECTISTA, SE LIMITA EN LA MEDIDA EN QUE RECUBRIMIENTOS: REALIZAR LOS ENSAYOS DE CONTROL DOCUMENTADOS. 10.- DADAS LAS CARACTERISTICAS DE LOS AGREGADOS, EL PROPIETARIO ZAPATAS : 5.0 cm. ESTRUCTURA DE SOPORTE (LOSAS,VIGAS,COLUMNAS): 2.5 cm Y 3 cm. NOTAS GENERALES: PROPIETARIO. REGISTRADO. 8.- VERIFICAR DIMENSIONES EN OBRA Y CON PLANOS DE ARQUITECTURA. CUALQUIER MODIFICACION SERA DE EXCLUSIVA RESPONSABILIDAD DEL 6.- EL PROCESO CONSTRUCTIVO DEBE ESTAR A CARGO DE UN PROFESIONAL 5.- CAPACIDAD PORTANTE DEL TERRENO: 2.00 [kg/cm2] 4.- NORMA UTILIZADA PARA DISEÑO: BAEL 80 Y EHE 2.- TAMAÑO MAXIMO DEL AGREGADO GRUESO: 3/4 [pulg]. 1.- HORMIGON fck=25 MPa A LOS 28 DIAS SEGUN NORMAS CBH-87 3.- ENCOFRAR,ARMAR,HORMIGONAR Y CURAR SEGUN NORMAS NOTAS GENERALES 0.025 0.25 0.25 0.25 0.25 0.025 1.95 1.95 65° 123° 65° 82° 41° 73° 1.95 1.30 2.25 1.20 2.25 1.20 0.25 0.175 0.30 36.60º 0 0.3 0.3 0.025 0.025 0.2 0.30 2.90 1.90 0.40 1.90 0.80 0.80 1.30 0.30 0.60 0.77 2,90 4,90 5 0.55 3 0.3 1.3 0.23 \A1;V+a/2 1 \W0.28844; 2 \W0.26464; 4 \W0.28844; 3 \W0.28844; 5 \W0.28844; 7 8 \W0.26464; 6 10 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 A A C C G G (1) (2) (3) (4) (5) (6) (1) (2) (3) (4) (5) (6) (1) (2) (13) (4) (5) (6) (3) (1) (2) (3) (4) (6) (5) (1) (2) (3) (4) (5) (6) (1) (2) (3) (4) (17) (19) 5 E Ø 8 c/30 (20) 2 E Ø 6 c/60 (22) 15 E Ø 8 c/15 (23) 7 E Ø 6 c/30 \W2.36988; 0º \W3.15726; 45º \W1.89368; 90º 315º \W1.41749; 270º 180º 135º 225º \W2.00664; 405º \W1.41749; 450º \W2.00664; 375º 5 0º \W0.10512; 65º 5 \W0.43845; 188º 5 \W0.65274; 253º \W0.65274; 338º 5 (19) 4 E Ø 8 c/30 (20) 2 E Ø 6 c/60 (22) 9 E Ø 8 c/15 (23) 5 E Ø 6 c/30 5 5 <> 5 <> <> Ri = 0.4 Re =1.70 (5) (6) D D E E F F (15) 5 5 CORTE A-A , C-C y F-F (1) 1 Ø 12 (2) 1 Ø 12 (24) 16 E Ø 6 c/30 (24) 8 E Ø 6 c/30 A A C C G G (7) (8) (9) (10) (11) (12) (7) (8) (16) (10) (11) (12) (7) (8) (14) (10) (11) (12) (9) (7) (8) (9) (10) (12) (11) (7) (8) (9) (10) (11) (12) (7) (8) (9) (10) (11) (12) (9) D D E E F F (16) <> <> <> H H <> (21) 6 E Ø 6 c/30 (21) 4 E Ø 6 c/30 (3) 1 Ø 12 (4) 1 Ø 12 (5) 1 Ø 12 (6) 1 Ø 12 (11) 1 Ø 12 (10) 1 Ø 12 (9) 1 Ø 12 (8) 1 Ø 12 (7) 1 Ø 12 (12) 1 Ø 12 0.025 5 5 5 5 0.025 (19) EØ8 c/30 (20) EØ6 c/60 (21) EØ6 c/60 CORTE B-B (22) EØ8 c/15 (23) EØ6 c30 (24) EØ6 c/30 (1) 1 Ø 12 (2) 1 Ø 12 (3) 1 Ø 12 (4) 1 Ø 12 (5) 1 Ø 12 (6) 1 Ø 12 (11) 1 Ø 12 (10) 1 Ø 12 (9) 1 Ø 12 (8) 1 Ø 12 (7) 1 Ø 12 (12) 1 Ø 12 (13) 1 Ø 16 (14) 1 Ø 16 CORTE D-D (22) EØ8 c/15 (23) EØ6 c/30 (24) EØ6 c/30 (1) 1 Ø 12 (2) 1 Ø 12 (3) 1 Ø 12 (4) 1 Ø 12 (5) 1 Ø 12 (6) 1 Ø 12 (11) 1 Ø 12 (10) 1 Ø 12 (9) 1 Ø 12 (8) 1 Ø 12 (7) 1 Ø 12 (12) 1 Ø 12 (15) 1 Ø 12 (16) 1 Ø 12 CORTE G-G (17) EØ8 c/30 (18) EØ6 c/60 (19) EØ6 c/60 (17) 6 Ø 12 (18) 6 Ø 12 5 (15) (19) 4 E Ø 8 c/30 (20) 2 E Ø 6 c/60 (22) 6 E Ø 8 c/15 (23) 3 E Ø 6 c/30 5 0º \W0.10512; 65º 5 \W0.43845; 188º 5 \W0.65274; 253º \W0.65274; 338º 5 \W0.65274; 338º 5 \W0.65274; 379º 5 \W0.65274; 450º (24) 3 E Ø 6 c/30 (21) 2 E Ø 6 c/30 5 (19) 7 E Ø 8 c/30 (20) 3 E Ø 6 c/60 (21) 4 E Ø 6 c/60 5 \W0.18255; (19) 7 E Ø \W0.18255; 8 c/30 \W0.18255; (20) 3 E Ø \W0.18255; 6 c/60 \W0.18255; (21) 8 E Ø \W0.18255; 6 c/60 5 5 5 5 5 \W0.18255; (19) 4 E Ø \W0.18255; 8 c/30 \W0.18255; (20) 2 E Ø \W0.18255; 6 c/60 \W0.18255; (21) 4 E Ø \W0.18255; 6 c/60 \W0.77148; (22) 15 E \W0.77148; Ø 8 c/30 \W0.18255; (23) 8 E Ø \W0.18255; 6 c/60 \W0.77148; (24) 14 E \W0.77148; Ø 6 c/60 \W0.18255; (19) 4 E Ø \W0.18255; 8 c/30 \W0.18255; (20) 2 E Ø \W0.18255; 6 c/60 \W0.18255; (21) 4 E Ø \W0.18255; 6 c/60 \W0.77148; (22) 15 E \W0.77148; Ø 8 c/30 \W0.18255; (23) 7 E Ø \W0.18255; 6 c/60 \W0.77148; (24) 16 E \W0.77148; Ø 6 c/60 \W0.18255; (19) 5 E Ø \W0.18255; 8 c/30 \W0.18255; (20) 2 E Ø \W0.18255; 6 c/60 \W0.18255; (21) 6 E Ø \W0.18255; 6 c/60 De (1) a (12) b a c a De (13) a (16) (17) (18) a a b b c c b a a b d (19),(20),(22) y (23) a c b c b c c c c (21) y (24) (17) 6 Ø 12 (18) 6 Ø 12 De (1) a (6) 6 Ø 12 De (7) a (12) 6 Ø 12 De (1) a (6) 6 Ø 12 De (7) a (12) 6 Ø 12 (13) 1 Ø 16 (14) 1 Ø 16 (15) 1 Ø 12 (16) 1 Ø 12 De (1) a (6) 6 Ø 12 De (7) a (12) 6 Ø 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 <> 0.175 0.30 36.60º H H <> <> 0.025 (19) 7 E Ø 8 c/30 (20) 3 E Ø 6 c/60 (21) 8 E Ø 6 c/60 (17) 6 Ø 12 (18) 6 Ø 12 0.025 \W2.61905; VIGA <> Mb Fn P Ft 5 5 5 5 5 5 5 5 5 5 5 5 (1)4f12 (3)f10c/30 (2)f10c/30 (2)f10c/30 (3)f10c/30 (4)f10c/30 (3)5f10 (5)4f12 (4) y(5)4f12 100 (1) 113 84 180 (2) 280 (3) 20 20 180 (4) 80 270 78 (5) ESQUEMA 5 5 (1) 12 Ø 16 c/25 (1)21 Ø 16 c/25 (2) 11 Ø 12 c/30 5 <> (1) 21 Ø 16 c/25 <> <> <> (5) 14 Ø 16 c/20 (4) 18 Ø 12 c/30 (3) 11 Ø 12 c/30 (6) 7 E Ø 8c/15 a b a a b b a a b d (6) c c c c De (1) a (4) (5) c B B 5 (19) 5 E Ø 8 c/30 (20) 2 E Ø 6 c/60 (22) 15 E Ø 8 c/15 (23) 7 E Ø 6 c/30 (19) 4 E Ø 8 c/30 (20) 2 E Ø 6 c/60 (22) 9 E Ø 8 c/15 (23) 5 E Ø 6 c/30 (24) 16 E Ø 6 c/30 (24) 8 E Ø 6 c/30 (21) 6 E Ø 6 c/30 (21) 4 E Ø 6 c/30 (19) 4 E Ø 8 c/30 (20) 2 E Ø 6 c/60 (22) 6 E Ø 8 c/15 (23) 3 E Ø 6 c/30 \W0.65274; 338º \W0.65274; 379º \W0.65274; 450º (24) 3 E Ø 6 c/30 (21) 2 E Ø 6 c/30 (19) 7 E Ø 8 c/30 (20) 3 E Ø 6 c/60 (21) 4 E Ø 6 c/60 (18) \W1.70760; VIGA \W1.70760; A-A (detalle en plano 2) \W1.70760; VIGA \W1.70760; A-A \W1.70760; VIGA \W1.70760; A-A (detalle en plano 2) \W1.70760; VIGA \W1.70760; A-A \LVISTAS EN PLANTA\l GEOMETRÍA ESCALERA ESC 1:40 PLANO ESTRUCTURAL UNIVERSIDAD MAYOR DE SAN ANDRES FACULTAD DE INGENIERIA INGENIERIA CIVIL Proyecto: "ESCALERA - HELICOIDAL" Fecha de Entrega: 23 de sep. de 2009 Lámina: 1 de 2 ESCALA: Indicada 9.- VERIFICAR CAPACIDAD PORTANTE DEL TERRENO, ANTES DE VACIAR FUNDACIONES SERA EL UNICO RESPONSABLE POR LA CALIDAD DEL HORMIGON, DEBIENDO CUMPLAN ESTOS PLANOS, NORMAS,ESPECIFICACIONES E HIPOTESIS DE CALCULO. ACERO DE REFUERZO ALTA RESISTENCIA AH-420 SEGUN NORMAS CBH-87 7.- LA RESPONSABILIDAD DEL PROYECTISTA, SE LIMITA EN LA MEDIDA EN QUE RECUBRIMIENTOS: REALIZAR LOS ENSAYOS DE CONTROL DOCUMENTADOS. 10.- DADAS LAS CARACTERISTICAS DE LOS AGREGADOS, EL PROPIETARIO ZAPATAS : 5.0 cm. ESTRUCTURA DE SOPORTE (ESCALERA): 2.5 cm . NOTAS GENERALES: PROPIETARIO. REGISTRADO. 8.- VERIFICAR DIMENSIONES EN OBRA Y CON PLANOS DE ARQUITECTURA. CUALQUIER MODIFICACION SERA DE EXCLUSIVA RESPONSABILIDAD DEL 6.- EL PROCESO CONSTRUCTIVO DEBE ESTAR A CARGO DE UN PROFESIONAL 5.- CAPACIDAD PORTANTE DEL TERRENO: 2.00 [kg/cm2] 4.- NORMA UTILIZADA PARA DISEÑO: EHE 2.- TAMAÑO MAXIMO DEL AGREGADO GRUESO: 3/4 [pulg]. 1.- HORMIGON fck=25 MPa A LOS 28 DIAS SEGUN NORMAS CBH-87 3.- ENCOFRAR,ARMAR,HORMIGONAR Y CURAR SEGUN NORMAS NOTAS GENERALES \W9.64352; \LESCALERA HELICOIDAL DE 450ºHELICOIDAL DE 450º De 0º a 330º De 330º a 450º ARMADURA SUPERIOR ESC 1:40 De 0º a 330º De 330º a 450º ARMADURA INFERIOR ESC 1:40 De 0º a 330º De 330º a 450º \LDESARROLLO LONGITUDINAL\l GEOMETRÍA Y ARMADURAS ESC 1:40 \LCORTES TRANSVERSALES\l GEOMETRÍA DE SECCIÓN ESC 1:20 CORTES A-A, C-C, y F-F ESC 1:20 CORTE B-B ESC 1:20 CORTES D-D y E-E ESC 1:20 CORTE G-G ESC 1:20 \LVISTAS ARQUITECTÓNICAS EN 3D CORTE H-H ESC 1:20 \W7.81093; ESQUEMAS \W1.91222; F \LZAPATA\l ESC 1:25 \W3.80007; ESQUEMAS \W1.91222; F

Language	Spanish
Drawing Type	Block
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, degrau, DWG, échelle, escada, escalier, étape, ladder, leiter, plane, stair, staircase, stairway, step, structural, stufen, treppe, treppen