Trusses DWG Section for AutoCAD

Trusses DWG Section for AutoCAD

Detail trusses; detail truss belt fasteners, bolt detail; fastener flange main truss; detail of diagonal trusses and prinicipales fasteners, fasteners diagonal truss to truss girder, deck cross sections polycarbonate and truss.

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

variable, spacing mts, welded it, welded it, astm bolts, anchored column, bra, k.v.j.p, drawing cad:, March, indicated, work:, date:, flat:, scale:, sheet:, apartment, ancash, province:, santa, district:, chimbote, san pedro, Average camal in samanco, plant, teachers, karla jiménez portals cod., student:, architecture school city planning, Taindi vii cycle, tijeral, belt mm, belt, welding, cap screw, bra, detail, esc, horizontal diagonals mm, cut, esc, main trunk flange, bra, cap screw, welding, main trunk flange mm, detail, esc, cap screw, bra, horizontal diagonals mm, beam, polycarbonate cover mm. cover fasteners according to manufacturer specifications, flat bar of, straps, straps, flat bar of, upper flange, upper flange, cut, esc, detail, detail of diagonal fasteners, detail, esc, smooth iron, diagonal bra, detail, esc, esc, main tijerales, diagonal fasteners, truss, welding, smooth iron, smooth iron, bolts, ceiling tile, detail, esc, belt, iron on it detail, cap screw, bra, cut, esc, galvanized wire tensioner, iron on it detail, bra, detail, k.v.j.p, drawing cad:, March, indicated, work:, date:, flat:, scale:, sheet:, apartment, ancash, province:, santa, district:, chimbote, san pedro, Average camal in samanco, of thrashing ship of slaughter, teachers, karla jiménez portals cod., student:, architecture school city planning, Taindi vii cycle

Raw text data extracted from CAD file:

DET-B \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.445 \A1; Variable \A1;0.445 0.1500000000232831 1 Fe Ø 3/8" 5 0.0967926351829647 0.44500000000005 0.15 0.1499999999999773 Espaciamiento @ 0.445 mts 1 Fe Ø 3/8" 0.44500000000005 1 Fe Ø 1/2" 5 2 2 \A1;.15 \A1;0.18 VA2 0.25 x 0.20 C1 Soldada a la VT01 \U+214A1\fArial|b0|i0|c186|p34;0\fArial|b0|i0|c204|p34;" x \fArial|b0|i0|c186|p34;11" x 1/4\fArial|b0|i0|c204|p34;" Soldada a la VT01 \U+214A1\fArial|b0|i0|c186|p34;0\fArial|b0|i0|c204|p34;" x \fArial|b0|i0|c186|p34;11" x 3/16\fArial|b0|i0|c204|p34;" 0.1499999999999915 2 Pernos U de 8" x 7" x 5/8" ASTM A325 Anclados a la Columna 5 1 Fe Ø 3/8" \A1;.20 \A1;.03 \A1;.03 \A1;.03 \A1;.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.40 0.0999999999999943 0.3000000000000114 0.0999999999999943 0.4000000000000057 \A1;Tuerca 1" x \S3/4;" \A1;.30 \A1;0.08 \A1;0.40 \A1;0.50 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.80 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.50 \A1;0.30 PL 20cm x 55cm x 2.5mm SUJETADOR e=3/16" \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.40 \A1;0.08 \A1;0.44 \A1;0.20 \A1;1.04 \A1;0.40 \A1;0.20 K.V.J.P DIBUJO CAD: MARZO - 2012 Indicada OBRA: FECHA: PLANO: ESCALA: LAMINA: DPTO: ANCASH PROVINCIA: SANTA DISTRITO: CHIMBOTE \T0.95;UNIVERSIDAD SAN PEDRO CAMAL MEDIANO EN SAMANCO \T0.95;ARQUITECTURA - PLANTA A-01 DOCENTES: Karla Jiménez Portales - Cod. 2007000227 ALUMNA: Escuela de Arquitectura y Urbanismo TAINDI VII - 8vo Ciclo C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) V(30x50) M TIJERAL (SECTOR DE CUBIERTA) DET-2 PL 20cm x 55cm x 2.5mm CORREA D=1.5" , e= 2.4 mm CORREA SOLDADURA PERNO e=3/8" SUJETADOR e=3/16" A DETALLE 2 ESC 1/25 DIAGONALES HORIZONTALES D=1.5", e=2.5 mm CORTE A - A ESC 1/5 A BRIDA TIJERAL PRINCIPAL PL 20cm x 55cm x 3/8" SUJETADOR e=3/16" PERNO e=3/8" 5 5 SOLDADURA 5 5 BRIDA TIJERAL PRINCIPAL D=3", e=2.5 mm DETALLE 1 ESC 1/25 DET-1 M PL 80cm x 30cm x 3/8" PERNO e=3/8" SUJETADOR e=3/16" B B DIAGONALES HORIZONTALES D=1.5", e=2.5 mm VIGA 30 X 50 5 C3 Cobertura de policarbonato e=6 mm. Sujetadores de cobertura según especificaciones de fabricante BARRA LISA DE 1/2" CORREAS D=1.5" (2.5mm) CORREAS D=1.5" (2.5mm) BARRA LISA DE 1/2" BRIDA SUPERIOR D=3" (4mm) D=1.5" (2.5mm) BRIDA SUPERIOR D=3" (4mm) CORTE B - B ESC 1/10 D= 3"(e= 4mm) D = 1.5"(e=2.5mm) 5 5 C3 V(30x50) 5 5 5 5 5 D = 1.5"(e=2.5mm) D = 1.5"(e=2.5mm) D = 1.5"(e=2.5mm) D = 1.5"(e=2.5mm) 5 5 DET-3 DETALLE 4 DETALLE DE SUJETADORES DIAGONALES DETALLE 6 ESC 1/20 5 5 Fierro Liso 3/8" Ô Sujetador Diagonal DETALLE 5 ESC 1/25 5 ESC 1/25 A TIJERALES PRINCIPALES SUJETADORES DIAGONALES DE TIJERAL A VIGA 5 5 D = 1.5"(e=2.5mm) D= 3"(e= 4mm) D = 1.5"(e=2.5mm) D= 3"(e= 4mm) D = 1.5"(e=2.5mm) D= 3"(e= 4mm) PL e= 3/8" SOLDADURA Fierro Liso 3/8" Ô Fierro Liso 3/8" Ô PERNOS e=1/2" CIELO RASO DE BALDOSA DETALLE 3 ESC 1/10 CORREA 5 PLANCHA EN ELE (VER DETALLE 5) PERNO e= 3/8" SUJETADOR e=3/8" CORTE N - N ESC 1/25 N N 5 V(30x50) 5 5 5 5 5 TENSOR DE ALAMBRE GALVANIZADO TENSOR DE ALAMBRE GALVANIZADO 5 PLANCHA EN ELE (VER DETALLE 5) PLANCHA EN ELE (VER DETALLE 5) SUJETADOR e=3/8" 5 5 DETALLE "T" K.V.J.P DIBUJO CAD: MARZO - 2012 Indicada OBRA: FECHA: PLANO: ESCALA: LAMINA: DPTO: ANCASH PROVINCIA: SANTA DISTRITO: CHIMBOTE \T0.95;UNIVERSIDAD SAN PEDRO CAMAL MEDIANO EN SAMANCO \T0.95;DETALLES DE TIJERALES - NAVE DE MATANZA D-03 DOCENTES: Karla Jiménez Portales - Cod. 2007000227 ALUMNA: Escuela de Arquitectura y Urbanismo TAINDI VII - 8vo Ciclo

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, barn, belt, bolt, cover, dach, DETAIL, DWG, flange, hangar, lagerschuppen, roof, section, shed, structure, terrasse, toit, truss, trusses