Structures Plates DWG Block for AutoCAD

Structures Plates DWG Block for AutoCAD

This is a different analysis of the various uses that have the plates as structural system.

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

floor, ss floor, floor, ss floor, floor, floor, ss floor, ss floor, floor, ss floor, floor, ss floor, floor, floor, ss floor, floor, floor, ss floor, floor, ss floor, floor, ss floor, ss floor, floor, ss floor, floor, ss floor, floor, floor, ss floor, dist. prov. dpto .: cusco, university city of perayoc, e.e., digitization:, date:, sheet:, flat:, Location:, scale:, project development:, draft:, plate plant structures, unsaac, December, infrastructure project unit, unsaac language center, san antonio national university abbot of cusco infrastructure project unit, floor, ss floor, floor, ss floor, floor, ss floor, floor, floor, ss floor, floor, ss floor, floor, ss floor, floor, dist. prov. dpto .: cusco, university city of perayoc, digitization:, date:, sheet:, flat:, Location:, scale:, project development:, draft:, unsaac, infrastructure project unit, unsaac language center, san antonio national university abbot of cusco infrastructure project unit, ss floor, floor, floor, ss floor, floor, floor, ss floor, floor, ss floor, floor, ss floor, floor, ss floor, ss floor, floor, ss floor, floor, floor, ss floor, floor, ss floor, floor, ss.hh., ss floor, floor, ss floor, floor, floor, ss floor, floor, floor, ss floor, floor, ss floor, floor, December, floor, ss floor, floor, floor, ss floor, floor, ss floor, floor, ss floor, floor, ss floor, floor, ss floor, ss floor, floor, ss floor, floor, floor, ss floor, ss floor, floor, floor, ss floor, straight length of stirrup hooks, confinement columns cm, technical specifications plates columns, the le, minimum anchorage lengths reinforcement overlaps, structural columns cm, free coatings, concrete, steel grade, structural plaques cm, construction joints see art. of the standard for general treatment of construction joints, straight length of stirrup hooks, confinement columns cm, technical specifications plates columns, the le, minimum anchorage lengths reinforcement overlaps, structural columns cm, free coatings, concrete, steel grade, structural plaques cm, construction joints see art. of the standard for general treatment of construction joints, plate plant structures, e.e.

Raw text data extracted from CAD file:

N 2 I A A A A C D E M I S S N N 0 I I 0 M D N 6 1 9 Q E V Z C V I M A G N I S E R I A G L N T 0 A N I 2.40 0.30 2.40 0.20 0.30 3.10 0.30 3.10 0.30 0.30 1.93 0.20 5.95 0.80 0.30 0.30 0.80 5.95 0.80 0.30 0.20 3.10 0.20 0.80 5.95 0.80 0.30 0.20 0.80 0.20 2.10 0.30 3.10 0.80 0.80 1.70 0.20 0.30 1.50 0.80 1.50 0.25 0.30 0.20 0.80 0.20 0.30 0.80 4.60 0.80 3.93 0.89 1.46 0.30 0.20 1.60 4.13 0.30 0.30 0.80 3.85 0.80 4.43 0.80 0.80 4.27 4.54 0.30 2.22 2° y 3° Piso d 1/2" @ 0.25 0.30 0.30 0.30 0.20 2.49 0.80 2.70 0.20 2.60 0.30 0.30 1.70 0.30 0.80 5.95 0.80 0.20 0.30 0.30 4.60 P-9x R @20 5@10 1@5 d 3/8" SS y 1° Piso 2° y 3° Piso 4° y 5° Piso d 3/8" @ 0.25 d 1/2" @ 0.25 d 5/8" @ 0.25 SS y 1° Piso 4 d 1" 2° y 3° piso 4 d 3/4" 4°y 5° Piso 4 d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.25 4° y 5° Piso 2° y 3° Piso SS y 1° Piso P-9x d 3/8" @ 0.25 d 1/2" @ 0.25 d 5/8" @ 0.25 SS y 1° Piso 2° y 3° Piso 4° y 5° Piso P-9y C-1 C-1 -140.3054724452641 -140.3054724452641 -140.3054724452641 -140.3054724452641 -140.3054724452641 -140.3054724452641 -140.3054724452641 -140.3054724452641 -140.3054724452641 -140.3054724452641 0.30 1.70 0.30 0.80 5.95 0.80 0.20 0.30 0.30 4.60 0.20 0.30 5.95 0.30 SS y 1° Piso 2° y 3° Piso 4° ° Piso d 3/8" @ 0.25 d 1/2" @ 0.25 d 5/8" @ 0.25 R @20 5@10 1@5 d 3/8" 5 SS y 1° Piso 4 d 3/4" 2° y 3° piso 4 d 5/8" 4° y 5° Piso 4 d 1/2" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" @ 0.40 d 1/2" @ 0.40 d 3/8" @ 0.40 4° y 5° Piso SS y 1° Piso 2° y 3° Piso P-4y P-2y 4° y 5° Piso 2° y 3° Piso SS y 1° Piso d 5/8" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.25 4° y 5° Piso 2° y 3° Piso SS y 1° Piso d 5/8" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.25 P-2y 4° y 5° Piso 2° y 3° Piso SS y 1° Piso d 5/8" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.25 d 5/8" @ 0.30 d 3/8" @ 0.30 d 1/2" @ 0.30 SS y 1° Piso 2° y 3° Piso 4° y 5° Piso P-2y P-3y P-2x C-6 C-6 C-7 C-7 5 5 5 5 5 5 5 5 5 4 d 5/8" @ 0.25 d 1/2" @ 0.25 SS y 1° Piso 2° Piso d 5/8" @ 0.30 SS y 1° Piso d 3/8" @ 0.30 4° y 5° Piso 2° y 3° Piso d 1/2" @ 0.30 C-9 C-9 C-9 P-3x 5 5 5 5 5 5 5 5 C-9 4° y 5° Piso 2° y 3° Piso SS y 1° Piso d 3/8" @ 0.30 d 1/2" @ 0.30 P-4x d 5/8" @ 0.30 C-9 5 5 5 5 5 5 DIST. PROV. y DPTO.: CUSCO CIUDAD UNIVERSITARIA DE PERAYOC E.M.E.S. DIGITALIZACION: FECHA: E- 04 LÁMINA: PLANO: UBICACIÓN: ESCALA: DESARROLLO DEL PROYECTO: PROYECTO: ESTRUCTURAS - PLANTA DE PLACAS P1-P8 UNSAAC 1:25 DICIEMBRE 2003 UNIDAD DE PROYECTOS E INFRAESTRUCTURA CENTRO DE IDIOMAS UNSAAC UNIVERSIDAD NACIONAL DE SAN ANTONIO ABAD DEL CUSCO UNIDAD DE PROYECTOS E INFRAESTRUCTURA R @20 5@10 1@5 d 3/8" 4° y 5° Piso 4 d 5/8" 2° y 3° piso 4 d 3/4" SS y 1° Piso 4 d 1" d 5/8" d 5/8" d 5/8" d 5/8" d 3/8" @ 0.40 d 1/2" @ 0.40 d 5/8" @ 0.40 2° y 3° Piso SS y 1° Piso 4° Piso P-1y d 3/8" @ 0.25 d 1/2" @ 0.25 d 5/8" @ 0.25 P-1x SS y 1° Piso 2° y 3° Piso 4° y 5° Piso C-1 C-1 5 5 5 5 5 5 5 d 5/8" d 5/8" 2° Piso SS y 1° Piso d 5/8" @ 0.25 d 1/2" @ 0.25 P-6 C-4 ' C-3 ' 5 5 5 d 3/8" 1@5 5@10 R @20 4°y 5° Piso 4 d 5/8" 2° y 3° piso 4 d 3/4" SS y 1° Piso 4 d 1" d 5/8" d 5/8" P-8 C-9 5 5 5 d 5/8" @ 0.40 d 1/2" @ 0.40 d 3/8" @ 0.40 2° y 3° Piso SS y 1° Piso 4° y 5° Piso DIST. PROV. y DPTO.: CUSCO CIUDAD UNIVERSITARIA DE PERAYOC DIGITALIZACION: FECHA: E-05 LÁMINA: PLANO: UBICACIÓN: ESCALA: DESARROLLO DEL PROYECTO: PROYECTO: UNSAAC 1:25 UNIDAD DE PROYECTOS E INFRAESTRUCTURA CENTRO DE IDIOMAS UNSAAC UNIVERSIDAD NACIONAL DE SAN ANTONIO ABAD DEL CUSCO UNIDAD DE PROYECTOS E INFRAESTRUCTURA 4 d 5/8" 5@10 1@5 d 3/8" R @20 d 3/8" P-12 5 5 5 C-5 d 3/8" 1@5 5@10 R @20 SS y 1° Piso 4 d 1" 2° y 3° piso 4 d 3/4" 4°y 5° Piso 4 d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" @ 0.40 d 1/2" @ 0.40 d 3/8" @ 0.40 4° y 5° Piso SS y 1° Piso 2° y 3° Piso P-11 C-9 P-12 2° y 3° Piso SS y 1° Piso d 5/8" @ 0.25 d 1/2" @ 0.25 5 5 5 5 G 5 C-4 V-25 5 5 5 5 d 3/8" 5@10 1@5 R @20 R @20 1@5 5@10 d 3/8" 4°y 5° Piso 4 d 3/8" 2° y 3° piso 4 d 1/2" SS y 1° Piso 4 d 5/8" 4°y 5° Piso 4 d 3/8" 2° y 3° piso 4 d 1/2" SS y 1° Piso 4 d 5/8" 4°y 5° Piso 4 d 5/8" 2° y 3° piso 4 d 3/4" SS y 1° Piso 4 d 1" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" @ 0.30 d 3/8" @ 0.30 d 1/2" @ 0.30 SS y 1° Piso 4° y 5° Piso 2° y 3° Piso d 5/8" @ 0.40 SS y 1° Piso d 3/8" @ 0.40 4° y 5° Piso d 1/2" @ 0.40 2° y 3° Piso 4° y 5° Piso SS y 1° Piso 2° y 3° Piso d 5/8" @ 0.40 d 1/2" @ 0.40 d 3/8" @ 0.40 SS y 1° Piso d 5/8" @ 0.25 4° y 5° Piso 2° y 3° Piso d 1/2" @ 0.25 d 3/8" @ 0.25 5 P-14y (1) P-14y (2) P-14x P-13 C-1 C-14 C-1 5 5 5 5 K´ 5 5 5 SS.HH. d 5/8" d 5/8" d 5/8" @ 0.30 SS y 1° Piso d 3/8" @ 0.30 4° y 5° Piso 2° y 3° Piso d 1/2" @ 0.30 P-15 (TIPICO) C-9 C-9 5 5 5 5 5 d 3/8" 5@10 1@5 R @20 SS y 1° Piso 4 d 1" 2° y 3° piso 4 d 3/4" 4°y 5° Piso 4 d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 3/8" @ 0.40 d 1/2" @ 0.40 d 5/8" @ 0.40 2° y 3° Piso SS y 1° Piso 4° y 5° Piso d 3/8" @ 0.25 d 1/2" @ 0.25 2° y 3° Piso 4° y 5° Piso d 5/8" @ 0.25 SS y 1° Piso d 1/2" @ 0.30 d 3/8" @ 0.30 d 5/8" @ 0.30 2° y 3° Piso 4° y 5° Piso SS y 1° Piso P-16y (1) P-16y (2) P-16x C-1 C-1 C-1 5 5 5 5 5 5 5 4° y 5° Piso d 3/8" @ 0.25 5 5 5 DICIEMBRE 2003 5 5 5 5 5 5 5 C-9 P-5y 4° y 5° Piso SS y 1° Piso 2° y 3° Piso d 5/8" @ 0.40 d 1/2" @ 0.40 d 3/8" @ 0.40 d 1/2" @ 0.40 2° y 3° Piso 4° y 5° Piso d 3/8" @ 0.40 SS y 1° Piso P-5x d 5/8" @ 0.40 d 5/8" d 5/8" d 5/8" d 5/8" 4°y 5° Piso 4 d 5/8" SS y 1° Piso 4 d 1" 2° y 3° piso 4 d 3/4" SS y 1° Piso 4 d 1" 2° y 3° piso 4 d 3/4" 4°y 5° Piso 4 d 5/8" R @20 d 3/8" 1@5 5@10 R @20 d 3/8" 1@5 5@10 SS y 1° Piso 4 d 1" 2° y 3° piso 4 d 3/4" 4°y 5° Piso 4 d 5/8" 4°y 5° Piso 4 d 5/8" 2° y 3° piso 4 d 3/4" SS y 1° Piso 4 d 1" P-7 d 5/8" @ 0.40 d 1/2" @ 0.40 d 3/8" @ 0.40 d 5/8" d 5/8" R @20 d 3/8" 1@5 5@10 d 3/8" 5@10 1@5 R @20 P-9x R @20 5@10 1@5 d 3/8" SS y 1° Piso 2° y 3° Piso 4° y 5° Piso d 3/8" @ 0.25 d 1/2" @ 0.25 d 5/8" @ 0.25 SS y 1° Piso 4 d 1" 2° y 3° piso 4 d 3/4" 4°y 5° Piso 4 d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" d 5/8" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.25 4° y 5° Piso 2° y 3° Piso SS y 1° Piso P-9x d 3/8" @ 0.25 d 1/2" @ 0.25 d 5/8" @ 0.25 SS y 1° Piso 2° y 3° Piso 4° y 5° Piso P-9y C-1 C-1 5 5 5 5 5 5 5 5 5 5 d 5/8" d 5/8" 2° y 3° Piso SS y 1° Piso d 5/8" @ 0.25 d 1/2" @ 0.25 P-10 C-3 C-3 5 5 5 5 1/4" 15 20 3/8" 30 30 1/2" 35 40 5/8" 40 50 3/4" 50 70 1" 90 120 LONGITUDES RECTA DE GANCHOS DE ESTRIBOS : - Columnas confinamiento = 2.00 cm ESPECIFICACIONES TECNICAS PLACAS Y COLUMNAS d La (cm) Le (cm) LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : - Columnas Estructurales = 4.00 cm f´c = 210 Kg/cm2 fy = 4,200 Kg/cm2 RECUBRIMIENTOS LIBRES : CONCRETO : ACERO GRADO 60 : - Placas Estructurales = 2.00 cm L JUNTAS DE CONSTRUCCIÓN : Ver Art. 6.4 de la Norma E-060 "Concreto Armado" para tratamiento general de juntas de construcción 1/4" 7.5 3/8" 10.0 d L (cm) 1/4" 15 20 3/8" 30 30 1/2" 35 40 5/8" 40 50 3/4" 50 70 1" 90 120 LONGITUDES RECTA DE GANCHOS DE ESTRIBOS : - Columnas confinamiento = 2.00 cm ESPECIFICACIONES TECNICAS PLACAS Y COLUMNAS d La (cm) Le (cm) LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES DEL REFUERZO : - Columnas Estructurales = 4.00 cm f´c = 210 Kg/cm2 fy = 4,200 Kg/cm2 RECUBRIMIENTOS LIBRES : CONCRETO : ACERO GRADO 60 : - Placas Estructurales = 2.00 cm L JUNTAS DE CONSTRUCCIÓN : Ver Art. 6.4 de la Norma E-060 "Concreto Armado" para tratamiento general de juntas de construcción 1/4" 7.5 3/8" 10.0 d L (cm) ESTRUCTURAS - PLANTA DE PLACAS P9-P16 C-1 C-4 E.M.E.S.

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	adobe, analysis, autocad, bausystem, block, construction system, covintec, DWG, earth lightened, erde beleuchtet, losacero, plates, plywood, sperrholz, stahlrahmen, steel framing, structural, structure, structures, system, système de construction, terre s