Tijeral DWG Detail for AutoCAD

This truss or beam; It reaches 32 meters long; It is properly detailed. It also has gussets; indication welding; among others.

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

design assistant, drawing, owner, flat, date, scale, draft, proy. no, sheet, higashi engineers s.a.c., jr. atahualpa # of. miraflores telef. e-mail:, this design is protected by copyright law d.l. Reproduction is prohibited without the author’s authorization, professional, xxxxxxxxxxxxxxxx, xxxxxxxxxxxxx, structures, julio higashi luy ing. civil cip, xxxxxxxxxxxxxx, xxxxxxxxxxxxx, xxxxxxxxxx, xxxxxxxxxxxx, xxxx, revisions, date, specialty, higashi, tip., tip., tip., tip., upright, typical, diagonal, tip., tip., tip., diagonal, tip., tip., tip., upright, typical, tip., tip., tip., tip., tip., tip., tip., tip., esc .:, esc .:, esc .:, esc .:, esc .:, esc .:, esc .:, tip., chinese holes, needle, tip., tip., tip., tip., tip., needle, connector, esc .:, lateral section tijeral, bottom flanges, upper flanges, diagonal amounts, typical item, tip., needle, local expansion sports coliseum college alpamayo, family counseling center cofam, structures, julio higashi luy ing. civil cip, metal details, ing. cesar burga ziegner, herman, June, esc

Raw text data extracted from CAD file:

ASISTENTE DE DISEÑO : DIBUJO : PROPIETARIO : PLANO : FECHA : ESCALA : PROYECTO : PROY. Nº : LAMINA N° : HIGASHI INGENIEROS S.A.C. de Jr. ATAHUALPA Nº 461 Of. 301 – MIRAFLORES Telef. 4453073 Email: proyectoshigashi@gmail.com ESTE DISEÑO SE ENCUENTRA PROTEGIDO POR LA LEY DE DERECHOS DE AUTOR D.L. 822. PROHIBIDA SU REPRODUCCION SIN AUTORIZACION DEL AUTOR PROFESIONAL : XXXXXXXXXXXXXXXX XXXXXXXXXXXXX ESTRUCTURAS JULIO HIGASHI LUY – ING. CIVIL CIP 42080 XXXXXXXXXXXXXX XXXXXXXXXXXXX XXXXXXXXXX 1/50 XXXXXXXXXXXX XXXX E-XX REVISIONES Nº FECHA XX ESPECIALIDAD : HIGASHI I n g e n i e r o s 1654 1780 1780 1780 1780 1780 1780 1780 1755 1780 1780 1780 1780 1755 1654 1780 1780 1780 31900 1500 3000 1722 1772 1772 1772 1772 1772 1772 1772 1822 1822 1772 1772 1772 1772 1772 1772 1772 1722 1500 100 9,5 10 10 10 20 10 10 20 20 10 10 10 10 49 100 100 100 70 420 400 50 100 100 100 70 115 169 115 180 180 163 180 181 294 180 153 177 273 180 460 184 7 180 75 116 169 40 40 169 40 40 50 70 100 100 100 \Q15;\W1.1;Var. de 1500 @ 3000 H/3 H/3 H/3 75 75 75 75 200 25 25 38 65 70 65 16020 16020 d1 d2 d3 d4 d5 d6 d7 d8 d9 d9.1 d1 d2 d3 d4 d5 d6 d7 d8 m1 m2 m3 m4 m5 m6 m7 m8 m9 m1 m2 m3 m4 m5 m6 m7 m8 p2 p6 p1 p2 p4 p3 b2 b2 b1 b1 b1 b3 b3 p7 p7 p4 p4 p4 p4 p4 p4 p4 p3 p3 p3 p3 p3 p3 p3 p5 p1 p4 p3 p4 p4 p4 p4 p4 p4 p4 p3 p3 p3 p3 p3 p3 p3 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 d9 d9.1 b1 c5 det.2 det.3 det.4 det.5 det.6 m9 5 5 det.1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 c1 det.7 5 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 c3 \A1;DET.2 d1 b3 p2 b2 5 TIP. TIP. 4.5 c1 TIP. 6 TIP. 6 c3 b2 b1 b2 b2 TIP. montante \A1;DET.3 \A1;detalle tipico diagonal c4 TIP. 4.5 TIP. 6 TIP. c3 5 5 5 4.5 diagonal TIP. 6 5 TIP. 4.5 TIP. 4.5 5 montante \A1;DET.4 \A1;detalle tipico m9 c6 c3 c3 5 5 TIP. 4.5 5 \A1;DET.5 TIP. 6 p7 p1 b3 b1 TIP. 6 5 TIP. 6 TIP. 4.5 5 5 TIP. 4.5 \A1;DET.6 c2 b1 b3 b3 p7 TIP. 6 TIP. 6 5 5 5 5 5 c3 5 5 5 5 5 5 5 5 5 5 Esc.: 1/10 \LITEM – p7 5 5 Esc.: 1/10 \LITEM – p1 5 5 5 Esc.: 1/10 \LITEM – p2 esp.25mm esp.6mm esp.6mm esp.6mm 5 5 Esc.: 1/10 \LITEM – p3 Esc.: 1/10 \LITEM – p4 Esc.: 1/10 \LITEM – p5 Esc.: 1/10 \LITEM – p6 5 5 5 5 5 esp.6mm esp.6mm esp.6mm 5 5 5 5 5 A \LSECCIÓN A – A A b1 \A1;DET.1 TIP. 6 5 5 5 6 8 agujeros chinos 22×30 4 aguj. d20 4 aguj. d20 p7 p1 b3 b1 TIP. 6 TIP. c2 b1 b3 p7 TIP. 6 TIP. 6 5 5 5 5 5 B \LSECCIÓN B – B B b1 \A1;DET.7 TIP. 6 5 5 5 6 4 aguj. d20 b3 \Q15;\W1.1;Var. de 1500 @ 3000 H/3 H/3 H/3 c1 c1 c1 c1 \A1;c1 = Conector Esc.: 1:15 SECCION LATERAL TIJERAL 1 bridas inferiores bridas superiores montantes o diagonales montantes o diagonales 5 5 5 5 c3 \A1;DETALLE TIPICO ITEM – C3 c1 b2 b2 TIP. 4.5 4 aguj. d20 5 5 5 5 5 5 5 d18 5 5 \A1; AMPLIACION LOCAL DEPORTIVO COLISEO COLEGIO ALPAMAYO CENTRO DE ORIENTACION FAMILIAR COFAM ESTRUCTURAS JULIO HIGASHI LUY – ING. CIVIL CIP 42080 DETALLES METALICOS y ESCALERA-4 ING. CESAR BURGA ZIEGNER HERMAN 1/50, 1/25 Junio 2015 3631 E-09 09 \LTIJERAL – 1 ESC 1/50