Steel Structure Details DWG Detail for AutoCAD

Bracing; columns; stairs and beam connection details for steel structure

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

ipe, unp, unp, unp, column, unp, ipe, ipe, ipe, beam, girder, beam, ipe, ipe, girder, girder, girder, girder, stiffener, girder, girder, girder, column, thick, thick, unp, thick, unp, thick, unp, thick, thick, thick, girder, girder, girder, stiffener, column, var

Raw text data extracted from CAD file:

P L P L 6*30=180 15 150 15 15 150 15 150 15 20 10 10 H h 150 180 400 L Min=40Cm D Min=10Cm 200 200 200 300 300 300 S-04 ; ¸â–x‘µ—Ÿ 300*80*10 300*60*10 L 60*60*6 L=8Cm IPE 160 L 60*60*6 L=8Cm 6*30=180 DETAIL-D1 2 UNP 300*300*12 (UNP 100) 400*400*12 (UNP 120,140) C1 500*500*12 (UNP 160,180) 2 UNP 600*400*12 (UNP 120) 600*500*12 (UNP 160,180) DETAIL-D2 2 UNP 100 UNP 80 UNP 80 500*200*10 2 300*300*10 4 300*300*10 C1 2 L 80 2 L 80 L 100 2 L 80 2 L 80 6 6 6 6 j‹Áx‘¶ `ë¢ j‹Ávdˆ   L 100 COLUMN COLUMN SEC_A-A 2 12/20Cm C/C 12/20Cm C/C 12/20Cm C/C 2 12/20Cm C/C 12/20Cm C/C 12/20Cm C/C 12/20Cm C/C 12/20Cm C/C 2 12/20Cm C/C 15 150 15 15 150 15 A A 150 15 2 UNP 100 UNP 80 UNP 80 500*200*10 4 400*120*10(2 IPE 140) 2 IPE 140 2 IPE 140 4 400*100*10 2 200*120*10 2 IPE 140 2 IPE 160 20 10 10 4 400*120*10 2 200*140*10 2 IPE 160 2 IPE 180 2 IPE 160 2 IPE 160 2 IPE 180 2 IPE 180 4 400*120*10(2 IPE 160) 4 400*150*10(2 IPE 180) BEAM GIRDER L=6Cm 2 L 80*80*8 2 150*80*10 H h BEAM h=H-40mm SEC_a-a a a 150 SEC_c-c c c 5 5 L Min=40Cm IPE 180 IPE 180 6 P 10mm L D Min=10Cm P 10mm L IPE 180 IPE 180 VIEW_ 3 – 3 L 120*120*12 L=22Cm 2*1 L 100*100*10 L=10Cm 2*2 L 80*80*8 L=10Cm GIRDER L 100*100*10 L=10Cm 6 6 GIRDER 6 GIRDER 6 6 GIRDER 6 3 3 STIFFENER \A1;2*\S1/2; 100*100*10 L=22Cm 2*1 L 120*120*12 6 VIEW_ 4 – 4 GIRDER GIRDER 6 GIRDER 6 4 4 GIRDER 6 COLUMN COLUMN L 100*100*10 L=10Cm L 120*120*12 L=22Cm L=12Cm 2*1 L 120*120*12 2*2 L 80*80*8 L=12Cm L 100*100*10 L=8Cm L 100*100*10 L=8Cm L 120*120*12 L=12Cm L 120*120*12 L=12Cm 6 6 6 2 6mm 2 6mm L=6Cm 2 L 80*80*8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 250*200*10 2*1 250*200*10 300*60*10 300*80*10 6 6 AT 50Cm 10mm Thick AT 50Cm 10mm Thick 600*500*15 (UNP 180+2 160*8) 6 2 300*300*10 4 300*300*10 250*200*10 2*1 L 100*100*10 L=8Cm 2 UNP 6 L=10Cm AT 30Cm C/C 10mm Thick AT 50Cm SEC-C1 2 UNP 6 L=10Cm AT 30Cm C/C 10mm Thick AT 50Cm SEC-C1 12mm 2 UNP 2 UNP 5 5 5 6 6 AT 50Cm 10mm Thick AT 50Cm 10mm Thick AT 50Cm 10mm Thick C1 5 5 5 VIEW_ 3 – 3 L 120*120*12 L=22Cm 2*1 L 100*100*10 L=10Cm 2*2 L 80*80*8 L=10Cm GIRDER L 100*100*10 L=10Cm 6 6 GIRDER GIRDER 6 6 GIRDER 6 3 3 STIFFENER \A1;2*\S1/2; 100*100*10 L=22Cm 2*1 L 120*120*12 6 COLUMN L 100*100*10 L=10Cm L 120*120*12 L=22Cm 250*200*10 250*200*10 2 50*A A 2*1 L 120*120*12 VAR