Steel Column – Empalme DWG Detail for AutoCAD

Steel Column – Empalme DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

Drawing labels, details, and other text information extracted from the CAD file:

title:, contract no., dwg no.:, rev:, sheet no.:, this document is the sole property of n.i.o.c. all information contained herein may neither be transmitted or in any way made public without the written permission of the owner., size:, date, description, orig., prep., chkd., rev., approved, pogc, ppi, auth., doc. class., scale:, south pars gas field development, phase, onshore facilities, general notes, reference drawings, dwg no., key plan, detail engineering, view, detail, section, view, detail, section, view, detail, section, thus in this dwg. shall be as following table, thickness of or, all size of fillet welds shown, typical groove weld detail, typical fillet weld detail, a.hemmati, m.atlasbaf, a.hemmati, a.oghbaei, f.fard, b.soufi, zh.ghane, a.saberi, a.oghbaei, a.aghajani, aeed, sedighizadeh, a.abbasi, s.shahsavari, a.ghobadi, f.ebrahimi, k.karimi, a.hassani, f.ebrahimi, f.farahani, sazeh, consultants, engineers constructors, nargan, .i .o .c, pars oil and gas company, petropars ltd., plate, no., column size, end plate, dia., flange plate, end plate, no., dia., flange, weld, for to, for to, web, cap plate, web flange thk. as, larger column section, cap plate, web, fillet weld dimension is times the, thickness of plate to be connected, mm., stiffener, each side, web, mm., cap plate, stiffener, each side, mm., stiffener, each side, web, cap plate, stiffener, mm., each side, mm., welded column splice details, see note, bolted column splice detail

Raw text data extracted from CAD file:

\A1;300 (Min.) \A1;100 \A1;75 \A1;25 \A1;100 \A1;75 \A1;100 \A1;25 \A1;15 \A1;15 TITLE: A B C D E F 13 12 11 10 9 G 13 12 11 10 9 8 7 6 5 4 3 2 1 A B C D E F 8 7 6 5 4 G H I 3 2 1 J K CONTRACT No. : POGC-655-89-35 DWG No.: REV: SHEET No.: THIS DOCUMENT IS THE SOLE PROPERTY OF N.I.O.C. ALL INFORMATION CONTAINED HEREIN MAY NEITHER BE REPRODUCED, USED, DISCLOSED, TRANSMITTED OR IN ANY WAY MADE PUBLIC WITHOUT THE WRITTEN PERMISSION OF THE OWNER. SIZE: DATE DESCRIPTION ORIG. PREP. CHKD. REV. APPROVED POGC PPI AUTH. DOC. CLASS. SCALE: A1 SOUTH PARS GAS FIELD DEVELOPMENT PHASE 19, TOMBAK-IRAN ONSHORE FACILITIES GENERAL NOTES REFERENCE DRAWINGS DWG No. KEY PLAN H DETAIL ENGINEERING \A1;e3 \A1;e2 \A1;e2 \A1;e2 \A1;e2 \A1;e2 \A1;e2 \A1;e4 \A1;e3 \A1;120 \A1;100 \A1;tp1 \A1;tp1 \A1;tp1 \A1;tp1 \A1;e4 \A1;e3 \A1;e4 \A1;= \A1;e2 \A1;e2 \A1;e1 \A1;e2 \A1;e2 \A1;e1 \A1;e2 \A1;e2 \A1;Lf \A1;= \A1;e3 \A1;e2 \A1;e1 \A1;e2 \A1;e1 \A1;e2 \A1;e4 \A1;g \A1;= \A1;g \A1;= \A1;Lf \A1;e2 - - - - - - VIEW - - DETAIL 1: - - - SECTION 1: - - - VIEW - - DETAIL 1: - - - SECTION 1: - - - VIEW - - DETAIL 1: - - - SECTION 1: - - - 2mm. 5 2mm. F 5 45° 5 5 5 T F 5 5 THUS "F" IN THIS DWG. SHALL BE AS FOLLOWING TABLE 6 6 7 6 8 7 9 7 10 8 11 9 12 10 13 10 14 11 15 12 16 12 17 13 18 6 T=LESSER THICKNESS OF T1 OR T2 ALL SIZE OF FILLET WELDS SHOWN TYPICAL GROOVE WELD DETAIL TYPICAL FILLET WELD DETAIL \A1;F 5 \A1;2mm. \A1;F \A1;2mm. \A1;T2 \A1;T1 \A1;45° \A1;T2 \A1;T1 - A.HEMMATI M.ATLASBAF A.HEMMATI A.OGHBAEI F.FARD B.SOUFI ZH.GHANE A.SABERI A.OGHBAEI A.AGHAJANI aeed aeed SEDIGHIZADEH A.ABBASI S.SHAHSAVARI A.GHOBADI F.EBRAHIMI K.KARIMI A.HASSANI F.EBRAHIMI F.FARAHANI SAZEH CONSULTANTS Engineers & Constructors NARGAN N .I .O .C PARS OIL AND GAS COMPANY I O E C Petropars Ltd. e2 Lf = g = g e4 e2 e1 e2 e1 e2 e3 = Lf e2 e2 e1 e2 e2 e1 e2 e2 = e4 e3 e4 PLATE THK.=tp1 PLATE THK.=tp2 PLATE THK.=tp1 tp1 tp1 tp2 tp2 tp1 tp1 tp2 tp2 No. 2 - 62.5 COLUMN SIZE END PLATE M20 B O L T S dia. tp2 e3 e4 g FLANGE PLATE 35 e1 tp1 70 e2 15 20 15 20 12 15 12 15 12 15 20 20 20 25 25 25 25 25 30 30 30 30 END PLATE No. 16 M20 dia. FLANGE 70 g 80 90 110 130 150 150 150 150 150 150 150 150 150 150 150 150 130 110 90 70 80 M20 16 2 M20 2 24 M20 M20 4 24 M20 M20 4 32 M20 M20 6 32 M20 M24 6 40 M24 M24 8 40 M24 M24 10 48 M24 M24 12 56 M24 M24 14 56 M24 M24 35 70 35 70 35 70 35 70 45 80 45 80 45 80 45 80 45 80 45 80 75 - 85.5 - 60 80 80 90 60 90 85 90 60 90 64 90 69 90 80 90 Weld 1 a - - - 6 8 8 8 8 8 8 8 100 FOR H140 TO H350 5 FOR H400 TO H800 THK.=COLUMN WEB THK.(Min.) CAP PLATE WEB & FLANGE THK. AS LARGER COLUMN SECTION CAP PLATE THK.=COLUMN WEB THK.(Min.) a* FILLET WELD DIMENSION IS 0.7 TIMES THE THICKNESS OF PLATE TO BE CONNECTED * THK.=10 mm. STIFFENER EACH SIDE 1 6 (Max.) 45 THK.=COLUMN WEB THK.(Min.) THK.=10 mm. CAP PLATE STIFFENER EACH SIDE e3 e4 a1 300 (Min.) 45 45 a* THK.=10 mm. STIFFENER EACH SIDE THK.=COLUMN WEB THK.(Min.) CAP PLATE STIFFENER THK.=10 mm. EACH SIDE 5 75 25 100 75 100 25 THK.=10 mm. 15 15 a* a* a* e2 e2 e2 e2 e2 e2 e3 H700x300x13x24 H588x300x12x20 H200x200x8x12 H250x250x9x14 H300x300x9x15 H350x350x12x19 H390x300x10x16 H488x300x11x18 H175x175x7.5x11 H150x150x7x10 H125x125x6.5x8 - A - b - a - A - B 30 30 150 150 14 56 M24 M24 45 80 100 100 8 H800x300x14x26 WELDED COLUMN SPLICE DETAILS (SHOP WELDED) SEE NOTE "2" BOLTED COLUMN SPLICE DETAIL a - b - B - A - 15 20 100 150 4 24 M20 M22 40 70 97 100 6 H294x200x8x12 25 25 150 150 8 48 M24 M24 45 80 85 90 8 H440x300x11x18 25 25 200 200 8 56 M27 M24 60 85 77 82 8 H400x400x13x21 380 Lf 380 520 530 670 770 940 940 1100 1270 1270 1270 540 1100 1360

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, column, construction, cuts, DETAIL, details, DWG, sizing, specification, stahlrahmen, stahlträger, steel, steel beam, steel column, steel frame, structure en acier