Sections Different Types Of Slabs DWG Section for AutoCAD

Sections Different Types Of Slabs DWG Section for AutoCAD

Several class of slabs of armed concrete – Sections – details with technical specifications

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

hook, in both ways, cut iii iii, beam reinforcement, cut iii iii, in both ways, covering, loose beam section for solid slab, according to plants, typical section of floor floor slab, fibrillated, addplastocrete dm polypropylene, adobe hollow cm poron, in both, senses mesh, typical section of the floor, typical section of the floor addition, typical section of the floor, wood poron, in both, senses mesh, typical section of the floor., typical section of the floor, typical section of the floor., in both, senses mesh, typical section of the floor, adobe hollow cm poron, fibrillated, addplastocrete dm polypropylene, adobe hollow cm poron, in both, senses mesh, typical section of the existing floor design, minimum considerations for, in both directions mesh, build hanging mooring beam, in the existing slab reinforcement can, minimum considerations of, typical section of the existing floor design, minimum considerations for, toxement plastocrete dm, apply laytop of, hollow adobe cm, Hanging mooring beams., variable according to plant, Hanging mooring beams., variable, design hanging mooring beams., typical section of the existing floor, minimum considerations for buildings, typical section of the existing floor, design hanging mooring beams., minimum considerations for buildings, minimum considerations of, in both directions mesh, apply sikadur primer, vrble according to plants, build hanging mooring beam, in the existing slab reinforcement can, hollow adobe cm, typical section of the floor addition, cassette in tolete, typical section of the floor.

Raw text data extracted from CAD file:

\A1;0.35 \A1;0.55 m -143.5947593411547 \A1;0.70 GANCHO Ø 1/2" a 0.20 m, en ambos sentidos E Ø 1/4" A 0.15 m Ø 1/4" a 0.20 m CORTE III - III REFUERZO VIGA (VARIABLE) CORTE III - III Ø 5/8" a 0.12 m, en ambos sentidos A DE CUBIERTA DE CUBIERTA SECCION VIGA DESCOLGADA PARA LOSA MACIZA SECCION VIGA DESCOLGADA PARA LOSA MACIZA \A1;0.50 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.70 \A1;0.82 \A1;0.12 \A1;0.12 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.50 \A1;VARIABLE \A1;0.10 \A1;VRBLE SEGUN PLANTAS \A1;0.25 \A1;0.10 \A1;0.90 A 0.93 \A1;0.78 \A1;0.12 A 0.15 \A1;0.02 \A1;0.12 A 0.15 \A1;0.28 \A1;0.40 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.02 \A1;0.50 \A1;0.40 \A1;0.10 \A1;0.02 \A1;0.10 \A1;0.30 SECCION TIPICA DE LOSA 1er PISO Y 2DO PISO SECCION TIPICA DE LOSA 1er PISO Y 2DO PISO 0.40 0.50 fibrilado (1 kg-f/m3). Agregarplastocrete DM y Polipropileno 0.10 Adobe hueco 10x20x40 cm ó Porón \A1;0.23 0.18 \A1;0.05 Ø 1/4" a 0.25 cm, en ambos sentidos ó Malla U168 (SIMESA). 0.10 0.02 SECCION TIPICA DE LOSA 1er PISO, 2DO Y 3ER PISO SECCION TIPICA DE LOSA 1ER PISO ADICION Y SECCION TIPICA DE LOSA 1ER PISO ADICION Y SECCION TIPICA DE LOSA 1er PISO, 2DO Y 3ER PISO Casetón madera ó Porón 0.50 0.40 0.10 \A1;0.06 Ø 1/4" a 0.20 cm, en ambos sentidos ó Malla U168 (SIMESA). 0.22 0.02 0.10 0.30 SECCION TIPICA DE LOSA 2DO PISO. SECCION TIPICA DE LOSA 2DO PISO SECCION TIPICA DE LOSA 2DO PISO. Ø 1/4" a 0.20 cm, en ambos sentidos ó Malla U168 (SIMESA). SECCION TIPICA DE LOSA 2DO PISO 0.50 0.40 0.10 Adobe hueco 10x20x40 cm ó Porón 0.10 \A1;0.05 0.20 0.25 0.70 0.82 fibrilado (1 kg-f/m3). Agregarplastocrete DM y Polipropileno 0.12 Adobe hueco 10x20x40 cm ó Porón \A1;0.22 0.17 \A1;0.05 Ø 1/4" a 0.25 cm, en ambos sentidos ó Malla U168 (SIMESA). 0.12 SECCION TIPICA DE LOSA 1ER PISO EXISTENTE Y DISEÑO CONSIDERACIONES MINIMAS PARA en ambos sentidos ó Malla U106 ó U63 (SIMESA) 0.20 CONSTRUIR VIGA DE AMARRE COLGANTE EN LA LOSA EXISTENTE (El refuerzo puede variar) Consideraciones mínimas de refuerzo, Ø1/4" a 0.25 m SECCION TIPICA DE LOSA 1ER PISO EXISTENTE Y DISEÑO CONSIDERACIONES MINIMAS PARA TOXEMENT Y PLASTOCRETE DM APLICAR LAYTOP DE Adobe hueco 10x20x40 cm VIGAS DE AMARRE COLGANTES. VARIABLE SEGUN PLANTA DE 0.20 A 0.35 m VIGAS DE AMARRE COLGANTES. 0.10 0.10 0.40 0.50 \A1;0.05 0.15 VARIABLE DISEÑO VIGAS DE AMARRE COLGANTES. SECCION TIPICA DE LOSA 1ER PISO EXISTENTE Y CONSIDERACIONES MINIMAS PARA EDIFICACIONES SECCION TIPICA DE LOSA 1ER PISO EXISTENTE Y DISEÑO VIGAS DE AMARRE COLGANTES. CONSIDERACIONES MINIMAS PARA EDIFICACIONES Consideraciones mínimas de refuerzo, Ø1/4" a 0.25 m en ambos sentidos ó Malla U106 ó U63 (SIMESA) 0.10 APLICAR SIKADUR 32 PRIMER VRBLE SEGUN PLANTAS 0.25 \A1;0.40 0.10 CONSTRUIR VIGA DE AMARRE COLGANTE EN LA LOSA EXISTENTE (El refuerzo puede variar) Adobe hueco 10x20x40 cm 0.05 \A1;0.20 0.15 SECCION TIPICA DE LOSA 1ER PISO ADICION Y SECCION TIPICA DE LOSA 1ER PISO ADICION Y Casetón en TOLETE 0.90 A 0.93 0.78 0.12 A 0.15 0.02 0.12 A 0.15 SECCION TIPICA DE LOSA 2DO PISO. SECCION TIPICA DE LOSA 2DO PISO. 0.28

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, barn, class, concrete, cover, dach, details, DWG, hangar, lagerschuppen, roof, section, sections, shed, slabs, specifications, structure, technical, terrasse, toit, types