Grandstand Structure DWG Block for AutoCAD

Grandstand Structure DWG Block for AutoCAD

Structure Design bleachers of a sports

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

shoe, sole, according to type of shoe, plant, typical shoe detail, Compacted, good ground, Ntn, nfz, of columns, rest, Foundation, see specif. Techniques, in running foundation, column anchor, Overcoming, wires each yarn, Npt, canton according to shoe, perimetric, inside, beam, of columns, rest, column auction, of columns, rest, beam, wires each yarn, joint mm max., mortar, dimension, masonry unit, solid brick type iv, fm, fb, Structural system, Reduction factor, use factor, seismic coefficient, soil factor tps sec, zone factor, seismic parameters, beam gates columns with cutting walls that resist seismic loads, dimensions, stationary, column frame beams, level, character, kind, to use: concrete, cut, ciphers, Npt, Ntn, detail of, cuts, cut, ciphers, Npt, cut, ciphers, Npt, to use: concrete, cut, ciphers, Npt, cut, ciphers, Npt, to use: concrete, grades structures, Esc., Walking sticks, Every cm, filled with sand compacted by, layers compacted every cm, Polished finish, Polished finish

Raw text data extracted from CAD file:

\A1;0.20 \A1;b x t \A1;b x t \A1;1@ 015 \A1;5@ 010 \A1;1@0.15 \A1;5@ 0.10 \A1;.60 \A1;.30 \A1;Df=1.30 m \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.50 \A1;.50 \A1;.30 \A1;.35 \A1;.15 \A1;.10 \A1;.10 \A1;Df \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.50 \A1;.25 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.35 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.15 \A1;.40 \A1;.40 \A1;.35 \A1;.15 \A1;.35 \A1;.15 \A1;.35 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;.35 \A1;.15 \A1;.15 \A1;.25 d DE ZAPATA SOLADO f'c=100Kg/cm2 SEGÚN TIPO DE ZAPATA A x B (ver planta cimentación) 0.20 DETALLE TÍPICO DE ZAPATA b x t COMPACTADO TERRENO BIEN e= 10 cm NTN ±0.00 NFZ -1.30 m 0.15 de columnas s/cuadro 2@ 0.10 Resto 1@0.05 CIMIENTO Ver especif. técnicas Ver especif. técnicas S/E EN CIMIENTO CORRIDO ANCLAJE DE COLUMNA 0.10 S/2 S 150 150 150 150 150 b x t SOBRECIMIENTO 2 ALAMBRES Nº8 CADA 3 HILADAS NPT +0.15 PERALTE SEGÚN ZAPATA PERIMÉTRICO INTERIOR VIGA 1@ 015 5@ 010 S/2 s/cuadro de columnas Resto REMATE DE COLUMNAS S/2 1@0.15 5@ 0.10 1@ 0.05 de columnas s/cuadro Resto VIGA S 2 ALAMBRES Nº8 CADA 3 HILADAS 2 ALAMBRES Nº8 CADA 3 HILADAS JUNTA = 15 mm máx. MORTERO = 1:4 c/a (TIPO P2) DIMENSIÓN = 130 x 240 x 90mm UNIDAD DE ALBAÑILERIA LADRILLO = Macizo tipo IV f'm = 65 Kg/cm2 f'b = 130 Kg/cm2 SISTEMA ESTRUCTURAL Factor de Reducción (R) R = 7.0 Factor de Uso (U) U = 1.0 (categoria A) Coeficiente Sismico C = 2.5 Factor de suelo (S) S = 1.0, Tps 0.4 seg Factor de zona (Z) : Z = 0.4 (zona 3) PARÁMETROS SÍSMICOS DUAL, PÓRTICOS DE VIGAS Y COLUMNAS CON MUROS DE CORTE QUE RESISTEN CARGAS SÍSMICAS DIMENSIONES ESTRIBADO As CUADRO DE COLUMNAS Y VIGAS NIVEL C-1 CARACTERIST. TIPO USAR: Concreto f'c=210Kg/cm2 5 5 4d 3/4" 6d 5/8" 4@0.10,3@ 0.15, R@.25 2 d3/8", 1@.05 0.15 0.15 0.15 0.15 0.15 5 1@ 0.05 2@0.10 2@0.15 R@250 Df=1.30 m 5 5 5 5 5 5 5 5 5 5 CORTE 1-1 5 (ESC 1/25) 5 C:H 1/12 + 30% P.G 3/8":1@.05,5@.20, Rto.@.25 6d1/2" f'c=210Kg/cm2 5 NPT +0.15 NFP+0.10 2d3/8" 5 f'c=175Kg/cm2 5 5 5 5 5 5 NTN +0.00 5 5 (1) (2) DETALLE DE (ESC 1/25) CORTES Df H:3/8" @ 0.25 V:3/8" @ 0.25 5 CORTE 2-2 5 (ESC 1/25) 5 C:H 1/12 + 30% P.G 3/8":1@.05,5@.20, Rto.@.25 6d1/2" f'c=210Kg/cm2 5 NPT +0.15 NFP+0.10 2d3/8" 5 f'c=175Kg/cm2 5 5 CORTE 3-3 5 (ESC 1/25) 5 C:H 1/12 + 30% P.G 3/8":1@.05,5@.20, Rto.@.25 6d1/2" f'c=210Kg/cm2 5 NPT +0.15 NFP+0.10 2d3/8" 5 f'c=175Kg/cm2 5 5 5 USAR: Concreto f'c=210Kg/cm2 4d 5/8" C-2 4@0.10,3@ 0.15, R@.25 d3/8", 1@.05 (suelo rígido) ' V-A 5 \A1;variable de 2.15 a0.95 d 12 mm c/.20 d 12 mm R@.25 d3/8", 2@.05 5 3/8":1@.05,5@.20, Rto.@.25 5 5 5 CORTE 4-4 5 (ESC 1/25) 5 C:H 1/12 + 30% P.G 6d1/2" f'c=210Kg/cm2 5 NPT +0.15 NFP+0.10 2d3/8" 5 f'c=175Kg/cm2 5 H:3/8" @ 0.25 V:3/8" @ 0.25 5 CORTE 5-5 5 (ESC 1/25) 5 C:H 1/12 + 30% P.G 3/8":1@.05,5@.20, Rto.@.25 6d1/2" f'c=210Kg/cm2 5 NPT +0.15 NFP+0.10 2d3/8" 5 f'c=175Kg/cm2 5 H:3/8" @ 0.25 V:3/8" @ 0.25 5 5 USAR: Concreto f'c=210Kg/cm2 4d 5/8" C-3 4@0.10,3@ 0.15, R@.25 d3/8", 1@.05 0.50 0.50 NPT+0.15 C°C° 1:10+30%PG S/C 1:8+25%PM C°A° f'c=175 kg/cm2 d3/8"@0.30 GRADERIAS - ESTRUCTURAS ESC. 1:20 1d1/2" NPT+0.00 bastones de d 3/8" cada 30 cm relleno con arenilla compactada por capas compactado cada 20 cm 0.35 d3/8"@0.30 0.40 0.40 0.40 0.80 0.10 2d1/2" Acabado pulido 0.55 0.40 Acabado pulido

Language	Spanish
Drawing Type	Block
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bleachers, block, degrau, Design, DWG, échelle, escada, escalier, étape, grandstand, ladder, leiter, sports, staircase, stairway, step, structure, structures, stufen, treppe, treppen