Industrial Shed With Delta Type Prefabricated Prestressed Beams DWG Detail for AutoCAD

Delta type beams with detail of straps and other prefabricated elements of support

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

prestressed, scale, delta structure, scale, delta beam section, dalla strap, embedded cap, platen, screw, section type dalla al, scale, beam, scale, jacena, scale, jacena, scale, jacena, scale, jacena, scale, continuous neoprene support, alveolar plate, alveolar plate, scale, union of jacena, compression layer, outgoing stirrups, continuous mesh, Negative armor forged, jena jacena, alveolar plate, beam, scale, scale, beam section, delta jacena, of belts type dalla on deltas beam, scale, support detail in plant, strap type dalla al, details, ship, cover structure, neoprene gasket, Detail lateral knot delta beam, scale, height of prestressed delta beam type, scale, height of prestressed delta beam type, scale, strap dalla al, for mounting support, details, ship, cover structure, height of prestressed delta beam type, scale, height of prestressed delta beam type, scale, beam, scale, on the axis the delta type has a, neoprene gasket, beam type, concrete pillar, prefabricated, concrete pillar, prefabricated, scale, detail of beam type, with metal wedge, strap dalla al, details, ship, cover structure

Raw text data extracted from CAD file:

\A1;VARIABLE \A1;DE 43.50 A 46.40 \A1;0.18 \A1;0.12 \A1;0.03 \A1;0.39 \A1;0.03 \A1;0.05 \A1;0.12 \A1;0.18 \A1;0.05 \A1;1.14 \A1;0.01 \A1;0.18 \A1;0.12 \A1;0.54 \A1;0.30 \A1;0.05 \A1;0.04 \A1;0.13 \A1;0.04 \A1;0.05 \A1;0.04 \A1;0.30 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.40 \A1;0.08 \A1;0.02 \A1;0.40 \A1;0.10 \A1;0.12 \A1;0.40 \A1;0.09 \A1;0.08 \A1;0.24 \A1;0.08 \A1;0.40 \A1;0.08 \A1;0.08 \A1;0.34 \A1;0.08 \A1;0.50 \A1;0.40 \A1;0.09 \A1;0.18 \A1;0.40 \A1;0.12 \A1;0.76 \A1;0.12 \A1;1.00 \A1;0.60 \A1;0.09 \A1;0.60 \A1;0.25 \A1;0.35 \A1;0.60 \A1;0.30 \A1;0.80 \A1;0.50 \A1;0.15 \A1;0.15 \A1;VARIABLE \A1;MAX=2.68 MIN=84 \A1;0.07 \A1;0.16 \A1;0.80 \A1;0.14 \A1;0.04 \A1;0.14 \A1;0.04 \A1;0.07 \A1;0.16 \A1;0.20 \A1;0.12 \A1;0.04 \A1;0.08 \A1;39.30 \A1;0.14 \A1;0.04 \A1;0.07 \A1;0.16 \A1;0.14 \A1;0.04 \A1;0.12 \A1;2.30 \A1;0.07 \A1;0.16 \A1;0.80 \A1;0.20 \A1;0.04 \A1;0.08 \A1;0.84 \A1;2.30 VARIABLE\XDE 43.50 A 46.40 PRETENSADA ESCALA 1:75 ESTRUCTURA DELTA ESCALA 1:20 SECCION VIGA DELTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORREA DALLA CASQUILLO EMBEBIDO PLETINA 5MM TORNILLO M 14×75 SECCION TIPO DALLA AL 30R ESCALA 1:10 5 VIGA TL-50 ESCALA 1:20 ESCALA 1:20 JACENA JL-40 JACENA JL-50 ESCALA 1:20 ESCALA 1:20 JACENA JL-100 ESCALA 1:20 JACENA JR-25 ESCALA 1:20 JACENA JR-35 JACENA JP-8030 ESCALA 1:20 APOYO CONTINUO DE NEOPRENO PLACA ALVEOLAR e=20 5 PLACA ALVEOLAR ESCALA 1:10 UNION DE JACENA JP-8030 Y 5 CAPA DE COMPRESION “IN SITU” ESTRIBOS SALIENTES MALLA CONTINUA ARMADURA NEGATIVOS FORJADO JACENA JP PLACA ALVEOLAR e=20 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 VARIABLE\XMAX=2.68 MIN=84 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA I ESCALA 1:75 39.30 ESCALA 1:20 SECCION VIGA I 2.30 5 5 5 5 5 5 5 5 5 5 5 5 5 DELTA O JACENA DE CORREAS TIPO DALLA SOBRE DELTAS O VIGA I ESCALA 1:10 P 8% P 8% DETALLE DE APOYO EN PLANTA CORREA TIPO DALLA AL 30 5 5 DETALLES 1 NAVE ESTRUCTURA DE CUBIERTA \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;46.40 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;43.90 \A1;2.77 \A1;3.97 \A1;3.97 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;2.77 \A1;0.60 \A1;2.30 \A1;0.20 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 46.40 5 5 5 5 5 5 5 43.90 5 3.97 3.97 5 5 5 5 5 5 5 5 JUNTA DE NEOPRENO DETALLE A NUDO LATERAL VIGA DELTA ESCALA S/E 5 ALZADO DE VIGA DELTA 5 PRETENSADA TIPO 1 ESCALA 1:75 ALZADO DE VIGA DELTA 5 PRETENSADA TIPO 2 ESCALA 1:75 P 8% P 8% P 8% P 8% 5 5 CORREA DALLA AL 30 PARA APOYO Y MONTAJE 5 5 5 5 DETALLES 2 NAVE ESTRUCTURA DE CUBIERTA \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;46.40 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;43.90 \A1;2.77 \A1;3.97 \A1;3.97 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;1.50 \A1;2.77 \A1;39.30 \A1;2.30 \A1;2.30 \A1;0.60 \A1;0.60 \A1;0.20 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;3.21 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;3.01 \A1;2.97 5 5 5 5 5 5 5 5 5 5 5 5 5 5 46.40 5 5 5 5 5 5 5 43.90 5 3.97 3.97 5 5 5 5 5 5 5 5 ALZADO DE VIGA DELTA 5 PRETENSADA TIPO 1 ESCALA 1:75 ALZADO DE VIGA DELTA 5 PRETENSADA TIPO 2 ESCALA 1:75 VIGA I ESCALA 1:75 39.30 P 8% P 8% P 8% P 8% 5 NOTA- EN EL EJE 21 LA DELTA TIPO 1 TIENE UNA L=45.90 NOTA- EN EL EJE 22 Y 23 LA DELTA TIPO 2 TIENE UNA L=43.50 JUNTA DE NEOPRENO JUNTA DE NEOPRENO VIGA TIPO I P 8% PILAR DE HORMIGÓN PREFABRICADO DE 60×40 PILAR DE HORMIGÓN PREFABRICADO DE 60×40 ESCALA 1:100 DETALLE DE VIGA TIPO I 5 5 5 CON CUÑA METALICA CON CUÑA METALICA CORREA DALLA AL 30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.97 DETALLES 3 NAVE ESTRUCTURA DE CUBIERTA