Arc – Crosslinked – Structural Steel DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

plant, elevation axes, n.i.p., he., n.t.a., he., n.t.a., he., n.i.p., he., elevation axes, tip sides, section, tip sides, section, tip., tip., section, tip sides, tip., tip sides, n.i.p., he., hole, section, section, tip sides, tip sides, tip., thickness mm, tip. both, section, j.m., structural arc, modeling, structures, modeled by:, no ot .:, scale:, course:, I do not draw:, drawing title:, rev .:, home:, end:, rev., description, date, drawn, approved, bolts, material, sold aws, electrodes, holes, standard project, astm, emitted for manufacturing, j.m., wings

Raw text data extracted from CAD file:

B A 2 1 A B 2 1 PLANTA 6800 5@ 1360=6800 1800 8a1 L4X4X 1 4 / 8c2 C200X75X4.5 8c2 C200X75X4.5 8a2 L4X4X 1 4 / DET~ 2 DET~ 1 8w1 W16X45 8ER1 W10X19 8wt4 W8X31 8c1 C200X75X4.5 8c2 C200X75X4.5 8a14 L4X4X 1 4 / 8a2 L4X4X 1 4 / 8a3 L4X4X 1 4 / 8ER3 W16X45 DET~ 3 ELEVACION – EJES 1 & 2 1900 1800 8a9 L4X4X 1 4 / 8a10 L4X4X 1 4 / 8a11 L4X4X 1 4 / 8a12 L4X4X 1 4 / 8a13 L4X4X 1 4 / 8a13 L4X4X 1 4 / 8a8 L4X4X 1 4 / 8a6 L4X4X 1 4 / 8a5 L4X4X 1 4 / 8ER2 W16X45 8a4 L4X4X 1 4 / 8a7 L4X4X 1 4 / 1900 N.I.P. EL. +4040500 8ER1 W10X19 1400 N.T.A. EL. +4045700 8w1 W16X45 DET~ 4 1400 1400 100 48 100 48 N.T.A. EL. +4040500 N.I.P. EL. +4045700 8D2 WT6X26.5 8D1 WT6X26.5 DET~ 6 DET~ 5 ELEVACION – EJES A & B 6800 8ER2 W16X45 8ER1 W10X19 8w2 W16X45 8a3 L4X4X 1 4 / F F 6 6 3 LADOS TIP. A A PL9.5X160 40 40 W16X45 DETALLE~ 1 B B W10X19 PL9.5X160 W16X45 90 60 40 40 SECCION A – A 6 6 3 LADOS TIP. PL9.5X160 W16X45 SECCION B – B 6 6 TIP. C C PL9.5X242.3 PL9.5X218.3 8ER1 W10X19 L4X4X 1 4 / 6 TIP. DETALLE~ 2 4.5 4.5 6 6 W10X19 L4X4X 1 4 / PL9.5X218.3 4.5 115 SECCION C – C PL9.5X341 8D1 WT6X26.5 6 6 3 LADOS TIP. 6 TIP. 20 W16X45 DETALLE~ 3 6 3 LADOS TIP. D D 6 PL9.5X82.6 N.I.P. EL. +4040500 PL19X280 PL9.5X222.8 W16X45 DETALLE~ 4 6 PL19X280 W16X45 225 225 150 150 140 140 60 60 4 AGUJERO 7 8 / Ø SECCION D – D 8D2 WT6X26.5 PL9.5X318.5 200 20 E E 0 6 W16X45 DETALLE~ 5 8D2 WT6X26.5 8ER2 W16X45 SECCION E – E 8D1 WT6X26.5 PL9.5X353.3 20 200 20 6 3 LADOS TIP. 6 3 LADOS TIP. 6 TIP. C200X75X4.5 DETALLE~ 6 ESPESOR 4.5 mm C200X75X4.5 200 75 DETALLE~ C200 W16X45 W8X31 PL12.5X84.6 TIP. AMBAS SECCION F – F 0 1:40 SEM-2105-12-DG-001 J.M.C. OT-21-05-12 ARCO ESTRUCTURAL MODELADO 1:100 Structures MODELADO POR: No OT.: ESCALE: CURSO: No DIBUJO: TITULO DE DIBUJO: REV.: INICIO: FINAL: 16.07.12 27.07.12 N° REV. DESCRIPCION FECHA DIBUJADO APROBADO PERNOS : MATERIAL : SOLD. AWS : ELECTRODOS : AGUJEROS : ESTANDAR PROYECTO ASTM A36 6mm / 1/4″ E70XX 21mm / 13/16″ A325N 1 0 EMITIDO PARA FABRICACION 25.07.12 J.M.C. J.M.C. ALAS