Stair Ways DWG Section for AutoCAD

Stair Ways DWG Section for AutoCAD

Section stairways and ramp of garage

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

slab, slab type section, arm superior, arm lower, Semi-resistant beam with bending moments increased by ml., grill of mm in layer of compression., characteristic, of the concrete, according to the kind of exhibition, table of nominal coatings, normal execution, kind of, general, elements, prefabricated, laminates, prefabricated, laminates, elements, general, element, iiic, iib, iiia, iia, iiib, nominal coating, of the leg of the upper armor, on edge: the correct placement, on edge:, coatings, negative beam:, beams dropped from the forge:, flat beams:, statistics, resistance in, execution level, weighting coefficients, of it, resistance, iia, iiia, iia, dosing, of cement, min. content, maxima, relationship, control, age of breakage, frequency of trials, kind of specimens, parameters, minimum coating, iib, iiib, iiib, iib, majority, loads, concrete, the days, days, newspapers, cylindrical, minoration, steel, the days, class of exhibition, low ductility, concrete, location, element, steel, concrete, consistency, plastic, mm., rolled, arido, rolled, max size, Cement, Level of, control, work, without essays, probetas in, systematic, forged, foundation, walls, pillars, slabs, corner beam conforming filling of fills., upper beam that anchor the slab., of sharp reinforcement in bankruptcy., unidirectional, legend, cross section, plant, sections of the stairs slab., slab, loads, dead loads:, overload of use:, total charge:, slab type section, arm superior, arm lower, section slab of garage ramp., slab of the elevator tower., upper transverse longitudinal armor., lower longitudinal longitudinal armor.

Raw text data extracted from CAD file:

LOSA SECCION TIPO LOSA ARM. SUPERIOR ARM. INFERIOR 25 Vigueta semirresistente con momentos flectores mayorados y por ml. Parrilla 20x20 de 6 mm en capa de compresion. CARACTERISTICA ck f >40 (N/mm ) 25 < f <40 DEL HORMIGON SEGUN LA CLASE DE EXPOSICION Tabla de Recubrimientos Nominales Ejecucion Normal Tipo de general ck elementos prefabricados y laminas prefabricados y laminas elementos general 2 elemento 30 50 35 IIIc 35 25 25 45 40 25 30 IIb IIIa 25 30 20 15 35 30 20 15 IIa I 20 15 25 45 30 IIIb 30 RECUBRIMIENTO NOMINAL (mm) 8 3 1 5 7 6 de la pata de la armadura superior perpendicular) 4 -Lateral en borde: 5cm. (para la correcta colocacion 2 -Lateral en borde: 2cm. 1 -Superior: 2cm. RECUBRIMIENTOS Negativos vigueta: 5 -Inferior: 2cm 7 -Lateral: 3cm. 8 -Inferior: 2cm. 6 -Superior: 3.5m. 3 -Superior: 3.5cm. Vigas descolgadas del forjado: 2 Vigas planas: 7 4 HA-25 HA-30 ESTADISTICO RESISTENCIA EN Kg/cm2. NIVEL DE EJECUCION COEFICIENTES DE PONDERACION de 35 25 20 25<f <40 ck del Resistencia Hormigon(N/mm²) I IIa IIIa IIIa IIa 0.50 300 0.60 275 I Dosificación de cemento Min. contenido a/c Maxima relación 250 0.65 3 (Kg/m ) CONTROL EDAD DE ROTURA FRECUENCIA DE ENSAYOS CLASE DE PROBETAS Parametros * * * * 40 35 35 30 Recubrimiento minimo (mm) IIb IIIb IV Qa Qc Qb H F F H 0.50 325 0.55 300 Qb Qc Qa 0.50 325 0.50 350 350 325 IV IIIb IIb 325 0.45 350 0.50 0.45 0.50 * E E 300 0.50 MAYORACION CARGAS f=1,60 25 17 HORMIGON A LOS 7 DIAS 28 DIAS DIARIOS CILINDRICA MINORACION MINORACION ACERO A LOS 28 DIAS CLASE DE EXPOSICION c=1,50 s=1,15 21 30 (CIMENTACION) DUCTIBILIDAD s/NCSE 94 BAJA (FORJADOS Y VIGAS) (PILARES Y MUROS) HA-25/P/20/IIa HM-20/P/40/IIa HA-25/P/40/IIa HORMIGONES HA-25/P/20/IIa LOCALIZACION EA-95 ELEMENTO ACERO HORMIGON CONSISTENCIA PLASTICA PLASTICA PLASTICA PLASTICA 20 mm. 20 mm. 40 mm. 40 mm. RODADO RODADO RODADO ARIDO RODADO TAMAÑO MAX. CEMII-32.5 R CEMII-32.5 R CEMII-32.5 R CEMII-32.5 R CEMENTO NIVEL DE EHE-98 CONTROL OBRA SIN ENSAYOS PROBETAS EN SISTEMATICOS 25 N/mm2. FORJADO CIMENTACION B 400 SD 25 N/mm2. B 400 SD B 400 SD MUROS Y PILARES 25 N/mm2. LOSAS 1 _ Viga de canto conformando quiebro de rellanos. 2 - Viga superior a la que ancla la losa. 3 -Armadura de refuerzo a cortante en quiebros. 4 -Forjado Unidireccional. 2 1 3 4 LEYENDA. SECCIÓN TRANSVERSAL. SECCIÓN TRANSVERSAL. PLANTA. 1 SECCIONES DE LA LOSA DE ESCALERA. M- M+ M+ 5 -Pilar. 5 LOSA Kg/m Kg/m Kg/m Kg/m CARGAS CARGAS MUERTAS: SOBRECARGA DE USO: CARGA TOTAL: PES0 PROPI0: 700 100 600 SECCION TIPO LOSA ARM. SUPERIOR 2 2 2 2 ARM. INFERIOR 25 SECCIONE LOSA DE RAMPA DE GARAJE. Losa del torreón de ascensor. Armadura Longitudinal y Transversal Superior. Armadura Longitudinal y Transversal Inferior.

Language	N/A
Drawing Type	Section
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features	A/C, Garage, Elevator, Car Parking Lot
Tags	autocad, degrau, DWG, échelle, escada, escalier, étape, garage, ladder, leiter, ramp, section, stair, staircase, stairway, stairways, step, stufen, treppe, treppen, ways