Unloaded Slab DWG Block for AutoCAD

Unloaded Slab DWG Block for AutoCAD

Slab over garage with armer’s specifications

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

wrought, Lower longitudinal reinforcement, Concrete: statistical control, Steels in forgings: normal control, Base armor in abacos, trans. higher:, Not detailed in plan, scale:, Base armor in abacos, Not detailed in plan, upper lower:, Project of structures, normal, Straps, Forged reticular, Warehouse practice, Permissible ground tension, Type of rolled steel in rolled sections, Coating slabs cm., observations:, execution, control of, Forged, Slabs, normal, Table of characteristics according to norm ehe, Armor, Slabs, Foundation, Walls, Supports, Concrete, location, Walls, Foundation, mass, elastic, Haha, limit, code, Fyk, normal, level of, control, normal, statistical, Type code, There is iib, Hmia, level of, statistical, control, Coefficients, of security, Steels in forgings: normal control, Concrete: statistical control, Punching armor, scale:, abacus, Nerve within, Center of the first, abacus, chock, Area the diameter of the, Note: the plant will indicate the, recoverable, Reinforcement placed, Positive, chock, Casket, Negative, reinforcement, variable, nerve, center, wrought, Reinforced detail, Punching, Armor of, pillar, Armed pillar, Pillar face, Punching, Armor scheme, Abacus detail on interior pillars, Reinforced detail, Block lost, nerves, Partition between, Armor of, recoverable, Casket, nerves, variable, nerve, Partition between, Armor of, nerves, Partition between, Armor of, cross-piece, Crosspieces:, nerves, Partition between, Armor of, Table apart, Bars will be indicated in plan, The number of, note:, The punching armature will be placed on the nerves., note:, Foundation level, Excavation quota, Cross section e., Cross-sectional elevation e.

Raw text data extracted from CAD file:

P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 137 99 1d12(730)+1d12(525) 30 1d10(330) 30 1d10(325) 30 1d10(255) 229 58 1d16(710)+1d16(620) 30 1d10(260) 160 120 1d12(680)+1d8(425) 30 1d10(255) 229 58 1d16(710)+1d16(620) 30 1d10(260) 160 120 1d12(680)+1d8(425) 143 102 1d12(740)+1d10(550) 143 102 1d12(740)+1d10(550) 163 75 1d10(680)+1d10(520) 132 66 1d12(745)+1d12(620) 59 1d16(710)+1d16(620) 166 1d20(685)+1d16(620) 59 1d16(710)+1d16(620) 68 1d12(745)+1d12(620) 95 1d12(750)+1d10(560) 131 95 1d12(750)+1d10(560) 134 68 1d12(745)+1d12(620) 160 59 1d16(710)+1d16(620) 166 32 1d20(685)+1d16(620) 160 59 1d16(710)+1d16(620) 132 66 1d12(745)+1d12(620) 163 75 1d10(680)+1d10(520) FORJADO 1 ARMADURA LONGITUDINAL INFERIOR Hormigón: HA-25 , Control Estadístico Aceros en forjados: B 500 S , Control Normal ARMADURA BASE EN ABACOS (por cuadrícula) Trans. Superior: 2d10 No detallada en plano Escala: 1:50 160 32 160 134 131 1d16(695)+1d10(515) 1d8(615)+1d8(440) 1d10(640)+1d8(460) 1d10(615)+1d8(440) 1d10(640)+1d8(460) 1d10(615)+1d8(440) 1d10(640)+1d8(460) 1d10(640)+1d10(460) 1d8(615)+1d8(440) 1d16(685)+1d10(510) 1d20(660)+1d12(460) 1d12(670)+1d12(480) 1d16(615)+1d10(440) 1d16(615)+1d10(440) 1d16(670)+1d10(480) 1d16(585)+1d10(415) 1d16(670)+1d10(480) 1d16(615)+1d10(440) 1d16(615)+1d10(440) 1d16(695)+1d16(550) 30,18 6,00 6,20 0,40 0,40 6,00 6,00 30,17 6,00 5,83 0,05 0,35 5,83 6,00 6,20 6,00 0,37 0,40 5,70 0,40 0,40 5,70 8,00 3,75 4,60 30,17 6,20 3,50 4,50 3,50 4,60 3,75 30,18 6,00 2,80 3,20 2,80 3,20 2,80 3,14 2,80 5,70 3,75 4,60 6,20 0,40 0,40 6,00 6,00 2,80 3,14 2,80 2,80 3,20 2,80 3,32 2,80 3,20 3,20 6,00 5,83 5,83 0,05 0,35 6,00 6,00 3,50 4,50 3,75 4,60 3,50 5,70 8,00 2,80 3,20 2,80 3,14 2,80 3,20 2,80 3,20 3,20 2,80 3,32 2,80 3,20 2,80 2,80 3,14 2,80 ARMADURA BASE EN ABACOS (por cuadrícula) No detallada en plano Superior: 2d10 Inferior: 2d8 PROYECTO DE ESTRUCTURAS NORMAL 500 N/mm2 B 500 S ZUNCHOS 24/10/2003 E: 1/100 FORJADO RETICULAR V, ALZADO Y SECCION PRÁCTICA 2 : ALMACEN TENSION ADMISIBLE DEL TERRENO 250 KN/m2 TIPO DE ACERO LAMINADO EN PERFILES LAMINADOS A42 b RECUBRIMIENTO LOSAS 3 cm. OBSERVACIONES: EJECUCION CONTROL DE FORJADOS LOSAS Y 500 N/mm2 B 500 S NORMAL NORMAL 1.5 1.6 G Q CUADRO DE CARACTERISTICAS SEGUN LA NORMA EHE ARMADURAS LOSAS CIMENTACION MUROS SOPORTES HORMIGONES LOCALIZACION MUROS CIMENTACION EN MASA ELASTICO HA 25 / B / 20 / IIa 500 N/mm2 B 500 S 500 N/mm2 B 500 S LIMITE CODIGO fyk 500 N/mm2 B 500 S NORMAL NIVEL DE CONTROL NORMAL NORMAL ESTADISTICO CODIGO DEL TIPO HA 25 / B / 20 / IIb HA 25 / F / 40 / IIb HM 20 / F / 40 / IIa NIVEL DE ESTADISTICO ESTADISTICO ESTADISTICO CONTROL s 1,15 COEFICIENTES DE SEGURIDAD 1,5 c 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 P3 5 5 5 P5 P2 P4 P6 5 5 5 5 P7 P9 P21 5 5 P11 P13 P8 P10 P20 P12 P14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P17 5 5 5 5 5 P19 P16 5 5 P18 5 5 5 5 1d8 1d8 2d10 2d8 4d10 3d10 2d8 2d8 2d8 3d10 1d8 1d8 3d8 3d8 2d8 3d8 2d8 2d8 4d12 3d10 3d8 3d10 1d8 3d10 3d10 3d8 2d8 2d8 2d8 5d8 3d8 3d8 3d8 3d10 3d12 2d8 3d8 2d8 1d8 1d8 3d8 2d8 3d8 1d8 1d8 1d8 2d8 2d8 3d8 3d10 2d8 2d8 3d10 3d10 2d8 5d8 2d8 3d8 3d10 3d10 5d8 3d10 2d8 3d10 3d8 3d10 3d12 3d10 4d8 6d10 3d10 3d10 3d8 4d10 4d10 3d10 2d8 1d8 5d8 4d8 3d10 4d12 3d12 4d12 4d12 4d10 4d8 4d8 6d10 4d12 2d8 3d10 5d8 3d12 3d12 3d10 4d8 3d10 3d8 1d8 4d8 1d8 3d8 1d8 1d8 3d10 3d10 3d10 2d8 6d10 4d8 3d10 3d10 3d10 4d8 1d8 4d10 3d10 4d8 1d8 1d8 3d10 4d10 2d8 4d12 1d8 2d8 2d8 1d8 1d8 1d8 4d10 1d8 3d8 4d8 2d8 4d10 2d8 4d12 1d8 1d8 1d8 3d10 3d10 3d8 2d8 2d8 2d8 2d8 2d8 2d8 1d8 3d8 2d8 2d8 2d8 2d8 2d8 3d10 3d8 3d8 3d8 4d8 3d10 3d12 3d10 3d8 2d8 4d8 4d8 3d10 3d12 4d8 3d8 3d8 3d8 1d8 1d8 1d8 1d8 1d8 1d8 2d8 2d8 2d8 2d10 5d8 2d8 2d8 3d8 3d8 3d8 2d8 1d8 1d8 3d12 2d10 2d8 4d8 2d8 2d8 3d10 2d10 4d8 2d8 3d8 2d8 1d8 1d8 2d8 1d8 1d8 2d10 2d10 2d8 5d8 3d8 2d8 2d8 2d8 2d8 2d8 2d8 3d8 3d8 2d8 3d12 3d12 2d8 2d8 3d8 5d8 1d8 1d8 3d8 2d8 2d8 2d8 5d8 3d8 4d8 2d8 3d10 3d10 3d10 3d8 2d8 5d8 2d10 3d10 3d10 3d10 5d8 2d10 2d8 2d8 5d8 3d8 4d8 4d12 4d12 4d10 2d8 2d8 5d8 2d8 2d8 2d8 2d10 2d10 3d8 5d8 2d8 4d10 2d8 4d12 4d10 2d8 5d8 4d8 2d10 3d10 3d10 4d8 2d10 3d10 3d10 2d8 5d8 2d10 3d10 3d10 3d10 4d8 3d8 2d8 2d8 2d8 3d10 3d10 3d10 3d10 4d8 6d10 4d8 1d8 2d8 5d8 4d12 2d8 4d10 2d8 4d10 2d8 4d8 3d8 5d8 2d10 2d10 2d10 2d8 2d8 2d8 2d8 4d12 4d10 4d10 1d8 1d8 4d8 3d8 4d8 1d8 1d8 1d8 1d8 1d8 1d8 4d8 1d8 1d8 1d8 2d8 1d8 3d8 2d8 2d8 2d10 2d8 1d8 2d8 3d8 3d8 1d8 1d8 3d8 2d10 2d8 2d8 5d8 2d8 2d10 2d10 2d8 2d8 3d8 2d8 2d8 3d10 3d10 2d8 3d8 2d8 3d12 3d10 3d8 5d8 3d8 2d8 2d8 2d8 3d12 3d10 3d10 5d8 2d8 2d8 5d8 5d8 3d8 3d10 3d10 3d8 3d10 1d8 4d8 2d8 3d10 3d10 3d10 2d8 6d8 2d8 3d10 2d8 2d10 3d10 3d8 4d12 4d10 3d10 2d8 2d8 4d10 2d8 4d8 4d10 2d8 2d10 2d8 4d12 2d8 6d8 4d10 2d8 2d8 4d10 1d8 4d10 5d8 2d8 2d10 2d8 2d10 2d10 2d10 3d10 3d8 5d8 3d10 3d8 3d8 3d10 3d12 3d12 2d8 2d8 3d10 5d8 3d10 3d10 3d8 4d12 3d10 2d8 3d8 5d8 4d12 4d8 4d12 4d12 5d8 3d10 3d12 3d12 2d8 3d10 6d8 2d8 1d8 4d10 4d10 5d8 3d10 3d12 3d12 2d8 2d8 2d8 1d8 1d8 2d8 1d8 1d8 2d8 1d8 1d8 1d8 1d8 1d8 1d8 1d8 1d8 2d8 4d8 3d10 2d8 1d8 1d8 4d8 3d12 3d10 3d10 2d8 3d8 2d8 2d8 3d12 4d8 3d8 3d10 4d8 3d8 3d10 1d8 1d8 2d8 1d8 1d8 1d8 1d8 2d8 1d8 1d8 1d8 1d8 2d8 3d8 2d8 2d8 2d8 2d8 2d8 2d8 2d8 2d8 2d8 3d10 3d10 2d8 2d8 Aceros en forjados: B 500 S , Control Normal Hormigón: HA-25 , Control Estadístico ARMADURA DE PUNZONAMIENTO Escala: 1:100 ábaco nervio dentro del Centro del primer Ábaco Calzo 0.10 zona y el número del diámetro del Nota: En la planta se indicará la recuperable refuerzo colocado Positivos 0.80 Calzo Casetón negativos Refuerzo Variable 45° 0.10 0.15 d nervio Centro Forjado DETALLE ARMADO REFUERZO PUNZONAMIENTO O6 punzonamiento Armadura de Pilar Armado pilar h Cara del pilar 45° 0.15 0.25 0.4h de punzonamiento Esquema de armadura 0.25 0.4h DETALLE ABACO EN PILARES INTERIORES DETALLE ARMADO REFUERZO PUNZONAMIENTO DETALLE ARMADO REFUERZO PUNZONAMIENTO 2d16 Bloque perdido 2d10 nervios (superior) reparto entre Armadura de *** recuperable o casetón *** *** nervios (superior) Variable (opcional) ed6A20 Nervio 2d10 reparto entre Armadura de 0.25 2d12 1d8 nervios (inferior) reparto entre Armadura de *** Cruceta (inferior) (superior), 2d12 Crucetas: 2d16 1d8 nervios (inferior) reparto entre Armadura de o tabla aparte barras se indicará en planta El número y diámetro de las Nota: LA ARMADURA DE PUNZONAMIENTO SE COLOCARA EN LOS NERVIOS. NOTA: -4.35 COTA DE CIMENTACION COTA DE EXCAVACION -3.70 +0.00 -3.40 -0.40 +9.00 +12.45 SECCION TRANSVERSAL E. 1/1oo ALZADO TRANSVERSAL E. 1/1oo

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garage, Car Parking Lot
Tags	armer, autocad, béton armé, block, concrete, DWG, formwork, garage, reinforced concrete, schalung, slab, specifications, stahlbeton