Plant Reticular Forged DWG Detail for AutoCAD

Plant Reticular Forged DWG Detail for AutoCAD

Plant reticular forged with gravitational loads – Details

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

forged bidirectional, course, Department of architectural constructions, practice nº, building, floor plan type, plane of situation., access plant, raised east, south elevation, First floor, second floor, cover plant, basement, section, north elevation, west elevation, section, forged bidirectional, practice, course, definition of the building, building, definition of the building, course, practice, forged bidirectional, building, definition of the building, course, practice, forged bidirectional, building, forged bidirectional, practice, course, definition of the building, building, definition of the building, forged bidirectional, practice, course, practice, forged bidirectional, definition of the building, building, forged bidirectional, practice, course, definition of the building, building, forged bidirectional, course, practice, building, definition of the building, mesh of distribution cm, bx cm, covering, vault width, nerve width, nerve interex, forged reticular with recoverable vaults, ho cm, singing, compression layer, height of vault, forged slabs, normal, statistical, rolled, cem, plastic, steel, concrete, covering, environment, control, coef. reduction, cement, max size, kind, arid, cement, cone seat abrams, consistency, days, characteristic resistance, students:, October, flat:, designation, element, pillars, beams, designation, elastic limit, breaking load, unitary elongation, control, coef. reduction, floor plan type, group:, teacher:, building, date, scales, section detail of the floor, characteristics specifications of materials, practice nº, Department of architectural constructions, course, forged bidirectional, portico, portico

Raw text data extracted from CAD file:

FORJADO BIDIRECCIONAL C 2 CURSO 2000-01 DEPARTAMENTO DE CONSTRUCCIONES ARQUITECTÓNICAS I.\H0.25; PRÁCTICA Nº :1 EDIFICIO 2 PLANO DE PLANTA TIPO \A1;3.40 \A1;3.40 \A1;3.40 \A1;3.40 \A1;13.01 \A1;3.40 \A1;3.40 \A1;3.45 \A1;3.40 plano de situación. e 1/1000. PLANTA DE ACCESO 3.40 3.40 3.40 3.40 ALZADO ESTE ALZADO SUR PLANTA PRIMERA PLANTA SEGUNDA PLANTA DE CUBIERTA PLANTA SOTANO SECCION ALZADO NORTE N N N N N ALZADO OESTE SECCION 5 5 5 5 5 FORJADO BIDIRECCIONAL PRÁCTICA Nº1 CURSO 2003-04 DEFINICION DEL EDIFICIO EDIFICIO 2 DEFINICION DEL EDIFICIO CURSO 2003-04 PRÁCTICA Nº1 FORJADO BIDIRECCIONAL EDIFICIO 2 DEFINICION DEL EDIFICIO CURSO 2003-04 PRÁCTICA Nº1 FORJADO BIDIRECCIONAL EDIFICIO 2 FORJADO BIDIRECCIONAL PRÁCTICA Nº1 CURSO 2003-04 DEFINICION DEL EDIFICIO EDIFICIO 2 EDIFICIO 2 DEFINICION DEL EDIFICIO FORJADO BIDIRECCIONAL PRÁCTICA Nº1 CURSO 2003-04 CURSO 2003-04 PRÁCTICA Nº1 FORJADO BIDIRECCIONAL DEFINICION DEL EDIFICIO EDIFICIO 2 FORJADO BIDIRECCIONAL PRÁCTICA Nº1 CURSO 2003-04 DEFINICION DEL EDIFICIO EDIFICIO 2 FORJADO BIDIRECCIONAL CURSO 2003-04 PRÁCTICA Nº1 EDIFICIO 2 DEFINICION DEL EDIFICIO \A1;0.40 \A1;0.70 \A1;0.60 \A1;0.33 \A1;0.55 \A1;0.10 \A1;0.03 \A1;0.07 \A1;2.90 \A1;1.50 \A1;2.90 \A1;1.45 \A1;1.85 \A1;2.55 \A1;1.85 \A1;1.50 \A1;1.45 \A1;2.90 \A1;2.20 \A1;2.90 \A1;2.20 \A1;1.45 \A1;1.45 \A1;2.20 \A1;1.45 \A1;2.90 \A1;1.45 \A1;2.90 \A1;2.90 \A1;2.50 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;1.85 \A1;2.90 \A1;1.85 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;6.65 \A1;1.80 \A1;2.90 \A1;3.60 \A1;1.45 \A1;1.90 \A1;1.45 \A1;2.90 \A1;2.90 \A1;1.85 \A1;1.33 \A1;1.85 \A1;1.85 \A1;2.90 \A1;1.85 \A1;2.90 \A1;1.85 \A1;3.60 \A1;1.85 \A1;2.90 \A1;1.45 \A1;1.45 \A1;2.90 \A1;1.45 \A1;1.45 \A1;2.90 \A1;2.80 \A1;1.45 \A1;2.90 \A1;2.90 \A1;2.90 \A1;1.45 \A1;6.65 \A1;1.80 \A1;2.90 \A1;2.90 \A1;1.45 \A1;1.85 \A1;2.90 \A1;1.85 \A1;2.90 \A1;2.50 \A1;3.95 \A1;2.65 \A1;1.45 \A1;2.90 \A1;1.45 \A1;0.35 \A1;0.35 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;3.70 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;3.70 \A1;3.70 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;3.70 \A1;PORTICO 2 \A1;PORTICO 3 \A1;PORTICO 1 \A1;PORTICO 4 \A1;PORTICO 5 MALLAZO DE REPARTO \fSymbol|b0|i0|c2|p18;\H0.075;# f\fStylus BT|b0|i0|c0|p34; 6 a 15 cm r = 3 cm bx = 70 cm h = 28 cm h = 28 cm RECUBRIMIENTO ANCHURA DE BOVEDILLA ANCHO DE NERVIOS INTEREJE DE NERVIOS FORJADO RETICULAR CON BOVEDILLAS RECUPERABLES ho = 35 cm CANTO e = 7 cm CAPA DE COMPRESIÓN ALTURA DE BOVEDILLA b = 10 cm FORJADOS Y LOSAS 1,15 1,15 1,15 NORMAL NORMAL NORMAL 14 14 14 440 440 440 1,05 1,05 1,05 400 400 400 B 400 S B 400 S B 400 S 3 mm 3 mm 3 mm I I I ESTADÍSTICO ESTADÍSTICO ESTADÍSTICO 1,5 1,5 1,5 350 350 350 20 mm 20 mm 20 mm RODADO RODADO RODADO CEM II/32.5 A CEM II/32.5 A CEM II/32.5 A 3-5 cm 3-5 cm 3-5 cm PLÁSTICA PLÁSTICA PLÁSTICA 25 25 25 16,62 16,62 16,62 10 10 10 HA-25 HA-25 HA-25 ACERO (Art.31) HORMIGÓN (Art.30) RECUBRIMIENTO (Art.37.2.4.) AMBIENTE (Art.8.2.) CONTROL (Art.88.) COEF. MINORACIÓN Kg/m3 CEMENTO (Art.37.3.2.) TAMAÑO MAX. TIPO ARIDO CEMENTO (Art.26.) ASIENTO CONO ABRAMS (UNE 103) CONSISTENCIA (Art.30.6) 28 DIAS 7 DIAS 3 DIAS RESISTENCIA CARACTERÍSTICA (N/mm2) ALUMNOS: OCTUBRE 2003 1/150 - 1/20 PLANO: 01 DESIGNACIÓN (Art.39.2.) ELEMENTO PILARES VIGAS DESIGNACIÓN (Art.31.2.) LÍMITE ELÁSTICO (N/mm2) fk/fy CARGA DE ROTURA (N/mm2) ALARGAMIENTO UNITARIO (%) CONTROL (Art.90.) COEF. MINORACIÓN 0.70 0.60 0.55 0.40 0.33 0.07 0.03 0.10 PLANO DE PLANTA TIPO GRUPO: PROFESOR: EDIFICIO 2 FECHA : ESCALAS : DETALLE DE SECCIÓN DEL FORJADO CARACTERÍSTICAS Y ESPECIFICACIONES DE LO MATERIALES EHE-88 PRÁCTICA Nº :1 DEPARTAMENTO DE CONSTRUCCIONES ARQUITECTÓNICAS I.\H0.25; CURSO 2003-04 C 4 FORJADO BIDIRECCIONAL 5 5 5 5 31 5 5 32 5 5 5 5 5 5 25 19 26 20 5 5 13 5 14 5 5 5 5 17 29 23 5 5 5 35 5 5 5 5 5 33 5 5 34 5 5 5 27 21 5 5 15 5 5 5 28 22 5 5 5 5 5 16 5 5 5 5 5 5 5 36 5 5 5 5 5 30 24 5 5 18 5 5 5 8 5 5 2 5 5 5 5 5 5 5 9 3 5 5 5 5 5 10 4 5 5 5 5 5 12 5 6 5 5 5 11 5 5 5 5 5 11 0.0 0.0 0.0 0.0 0.0 0.8570665477336661 0.8570665477336661 0.8570665477336661 0.8570665477336661 0.8570665477336661 5.670832143973712 -0.5480715017374678 -0.5480715017374678 -0.5480715017374678 -0.5480715017374678 0.6089683596392206 0.6089683596392206 5 5 5 5 5 5 PORTICO 2 0.0 PORTICO 1 PORTICO 4 PORTICO 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features
Tags	alveoplaca, autocad, DETAIL, details, DWG, forged, leichte struktur, lightweight structure, loads, plant, reticular