Steel Connections – Details DWG Detail for AutoCAD

Steel Connections – Details DWG Detail for AutoCAD

Details joints between structural steel members, welded and bolted

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

of dib. do not., polin, torns., section, ags., section, section, section, of dib. do not., detail no, section, axis, axis, section, of dib. do not., axis, kind, kind, of dib. do not., vertical, ags. oblong, on plate, torns., of dib. do not., axis, let, kind, kind, framework, detail no., of dib. do not., kind, kind, contrav., section, Ligapolin detail, torns., on plate, ags. oblong, vertical, on the facade, axis, strut, extr., double lap top, on each strut, of dib. do not., cabbage., detail no., pl mm, axis, kind, polin, axis, aps., axis, of dib. do not., kind, section, section, torns, of dib. do not., section, let, of dib. do not., detail no, let, section, kind, kind, kind, of dib. do not., detail no, torns, let, kind, kind, kind, kind, kind, kind, section, of dib. do not., section, ags.d, let, of dib. do not., detail no, of dib. do not., let, in one, of dib. do not., torns, detail no, kind, pl mm, torns, let, kind, let, kind, kind, section, torns, let, kind, of dib. do not., detail no., kind, section, ags., axis, contrav., of dib. do not., detail, joist joist, section, axis, kind, ags., section, of dib. do not., joist, section, ags., in one, of dib. do not., section, of dib. do not., detail no, in one, ags.d, ags., kind, kind, torns, kind, kind, kind, let, ags.d, in one, torns

Raw text data extracted from CAD file:

240 25 244 114 130 90 90 100 100 370 45 83 370 140 102 83 88 102 380 145 88 102 45 145 102 83 140 45 100 370 83 65 83 120 65 45 102 120 102 250 104 100 90 100 90 220 45 140 83 45 140 102 102 32 600 250 104 200 220 d/2 d/2 150 600 100 32 19 300 250 65 440 400 75 300 75 250 25 75 25 75 75 145 20 75 20 145 250 65 200 25 60 25 65 60 85 25 65 350 592 100 200 100 60 25 440 400 75 85 25 300 20 75 250 25 75 25 75 75 145 75 20 145 260 130 208 250 26 26 130 230 134 48 48 200 200 100 114 115 21 250 26 200 15 65 10 208 50 65 200 200 250 166 45 38 5 5 45 38 48 400 102 100 250 250 130 244 26 134 260 26 208 250 26 300 85 25 65 85 65 230 48 130 48 130 134 230 48 48 25 240 19 134 230 48 48 21 114 115 250 15 200 300 250 65 114 208 60 10 50 65 65 85 25 65 85 25 200 (VIENE DE DIB. No. "140108") POLIN 12" P/4 TORNS. d13 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 PL-16 mm -60.79895088255239 SECCION " F - F " P/ANCLAS DE d3/4" AGS. d7/8" SECCION " L - L " 100 100 90 90 10 40 20 60 SECCION " U - U " 5 5 5 SECCION " Y - Y " (VIENE DE DIB. No. "140104") DETALLE No "6" 5 5 5 5 5 5 5 5 SECCION " X - X " EJE PL-25 mm 5 5 5 5 5 EJE PL-25 mm 5 5 5 5 5 5 5 PL 16x200 10 40 40 100 SECCION " R - R " SECCION " U - U " 3 40 5 5 5 (VIENE DE DIB. No. "140104") 5 EJE 5 5 5 PL 10x200 60 20 10 TIPO 5 TIPO 5 104 100 (VIENE DE DIB. No. "140104") D C.9 5 5 90 100 90 3 3 AGS.d1 1/8" P/ANCLAS DE d1" (A-36) VERTICALES AGS. OBLONGOS d21x60 EN PLACA 4 TORNS. d3/4" 5 (VIENE DE DIB. No. "140104") 5 5 5 5 EJE 5 5 5 PL 10x200 LET. 5 32 TIPO TIPO 5 TIPO 5 L 104 L.1 MARCO DETALLE No. "--" (VIENE DE DIB. No. "140105") 5 TIPO 6 200 TIPO 6 CONTRAV. PL-19 mm CVV-01 SECCION " S - S " DETALLE DE LIGAPOLIN P/ANCLAS DE d1" (A-36) AGS.d1 1/8" 4 TORNS. d3/4" d21x60 EN PLACA AGS. OBLONGOS VERTICALES 40 40 10 5 EN FACHADA d/2 d/2 LP-01 PL 16x200 "S" 3 EJE STRUT 50-500 EXTR. 200 EN TORNAPUNTA DOBLE EN CADA STRUT (VIENE DE DIB. No. "140105") COL. DETALLE No. "7" (AMBOS LADOS) PL 13 mm TR 152x22.3 Kg/ml "V" EJE 5 6 "V" TIPO POLIN 12" 150 EJE 32 100 5 5 5 APS. 4"x1/2" LONG=120mm PL-6mm EJE (VIENE DE DIB. No. "140107 y 108") TIPO -60.79895088255239 -60.79895088255239 -60.79895088255239 SECCION " J - J " PL 19x200 -60.79895088255239 SECCION " A - A " 8 TORNS d3/4" (VIENE DE DIB. No. "140107 y 108") SECCION " H - H " -60.79895088255239 -60.79895088255239 -60.79895088255239 LET. LET. -60.79895088255239 PL-19 mm -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 6 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 (VIENE DE DIB. No. "140107 y 108") DETALLE No "4" 1 CV LET. SECCION " D - D " AGS.d1 1/8" P/ANCLAS DE d1" 4 -60.79895088255239 -60.79895088255239 6 (A-36) PL-19 mm -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 6 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 4 3 2 -60.79895088255239 PL-10 mm "D" "D" TIPO -60.79895088255239 TIPO TIPO 5 TIPO 19 6 6 5 60 40 40 40 60 -60.79895088255239 19 40 (VIENE DE DIB. No. "140107 y 108") DETALLE No "1" 6 6 4 (AMBOS LADOS) PL-10 mm 6 6 1 PL-19 mm 8 TORNS d3/4" (A-325) 50 -60.79895088255239 LET 50 50 50 TIPO TIPO 6 TIPO 6 TIPO 4 6 TIPO "A" 40 40 60 PL 10x200 6 -60.79895088255239 5 TIPO 6 TIPO 19 19 "A" 40 60 40 (A-325) -60.79895088255239 -60.79895088255239 SECCION " E - E " (VIENE DE DIB. No. "140107 y 108") -60.79895088255239 -60.79895088255239 -60.79895088255239 SECCION " K - K " "S" AGS.d 7/8" P/ANCLAS DE d3/4" 4 -60.79895088255239 -60.79895088255239 6 (A-36) LET. (VIENE DE DIB. No. "140107 y 108") DETALLE No "5" -60.79895088255239 PL-19 mm -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 6 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 5 (VIENE DE DIB. No. "140108") LET. L.1 AGS.d1 1/8" P/ANCLAS DE d1" 4 -60.79895088255239 -60.79895088255239 6 (A-36) L -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 4 PL-16 mm -60.79895088255239 -60.79895088255239 5 65 -60.79895088255239 -60.79895088255239 50 65 -60.79895088255239 50 -60.79895088255239 NUM (VIENE DE DIB. No. "140107 y 108") -60.79895088255239 8 TORNS d3/4" (A-325) DETALLE No "2" 60 TIPO PL 10 mm PL 10x97 (AMBOS LADOS) (A-325) 8 TORNS d3/4" 3 40 "E" 40 4 60 40 "E" 60 40 8 LET 50 50 TIPO 6 6 -60.79895088255239 50 50 50 50 LET 6 TIPO 5 TIPO 6 19 19 -60.79895088255239 SECCION " B - B " 50 50 "B" 40 40 60 PL-19 mm -60.79895088255239 -60.79895088255239 L.1 L -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 PL-16 mm 4 -60.79895088255239 50 8 TORNS d3/4" "B" 40 40 PL-10 mm (A-325) 50 50 50 LET TIPO (VIENE DE DIB. No. "140105") DETALLE No. "--" PL-19 mm 200 6 TIPO 6 5 45 5 5 38 45 5 SECCION "V - V" AGS. d14 (A-307) C-01 48 38 100 102 5 5 EJE CONTRAV. CVV-01 (VIENE DE DIB. No. "140104") DETALLE CONEXION ATIEZAMIENTO A JOIST Y JOIST SECCION " T - T " EJE AT-01 TIPO 3 AGS. d7/8" -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 4 -60.79895088255239 PL-16 mm SECCION " G - G " P/ANCLAS DE d3/4" (VIENE DE DIB. No. "140107") JOIST AT-01 -60.79895088255239 -60.79895088255239 PL-16 mm SECCION " M - M " (A-36) -60.79895088255239 -60.79895088255239 D C.9 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 50 -60.79895088255239 -60.79895088255239 -60.79895088255239 4 50 -60.79895088255239 -60.79895088255239 65 65 -60.79895088255239 5 AGS. d7/8" (A-36) NUM (A-36) P/ANCLAS DE d3/4" (VIENE DE DIB. No. "140107") -60.79895088255239 4 -60.79895088255239 50 -60.79895088255239 65 50 65 5 -60.79895088255239 -60.79895088255239 SECCION " C - C " PL-10 mm -60.79895088255239 (VIENE DE DIB. No. "140107 y 108") P/ANCLAS DE d3/4" P/ANCLAS DE d3/4" DETALLE No "3" -60.79895088255239 -60.79895088255239 NUM 65 -60.79895088255239 50 -60.79895088255239 65 50 (A-36) AGS.d 7/8" (A-36) 6 AGS. d7/8" 5 TIPO PL 19x200 4 TIPO 6 6 40 60 40 40 D C.9 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 (A-325) 8 TORNS d3/4" 8 60 40 TIPO "C" TIPO 4 TIPO 6 4 2 (AMBOS LADOS) "C" PL 10x97 LET (A-36) AGS.d 7/8" P/ANCLAS DE d3/4" -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 -60.79895088255239 PL-19 mm -60.79895088255239 -60.79895088255239 -60.79895088255239 6 4 -60.79895088255239 -60.79895088255239 NUM -60.79895088255239 (A-325) 8 TORNS d3/4" 50 50 50 50

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bolted, connections, DETAIL, details, DWG, joints, members, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structure en acier, welded