Steel Etructure DWG Block for AutoCAD

Steel Etructure DWG Block for AutoCAD

Steel structure works shop

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

stiffener, section a,a, section b,b, detail.j, section, a.a, detail.l, pos:t-r-h, bracing assembly, roof, wall, no,, pos:, eaves beam, section: a.a, no:, purlin, flange stay, t-r-h, rafter, qty, flang stay, t-r-b, roof framing plan, pos:d, pos:c, pos:a, pos:b, view a, detail.c, foundation plan, b.p, grout, approved:, a.r.khorshidi, checked:, a.akbarpoor, contractor:, structure of, as shown, scale, drawn, metal industries co., mazandaran’s heavy, project, client, page:, m.h.m.i.co., title.

Raw text data extracted from CAD file:

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\A1; 4 3 2 1 6 7 8 9 10 11 12 13 13 13 53 BR.1=(3240) BR.2=(3390) 5 5 5 5 5 5 5 5 13 5 5 5 5 5 BR.10=(4274) BR.9=(3946) (10x985) 5 55 56 57 57 13 6 58 60 59 61 67 4 3 2 1 6 7 8 9 10 11 12 13 13 13 53 BR.1=(3240) BR.2=(3390) 5 5 5 5 5 5 5 5 13 5 5 5 5 5 BR.10=(4274) BR.9=(3946) (10x985) 5 55 56 57 57 13 6 58 60 59 61 67 4 3 2 1 6 7 8 9 10 11 12 13 13 13 53 BR.1=(3240) BR.2=(3390) 5 5 5 5 5 5 5 5 13 5 5 5 5 5 BR.10=(4274) BR.9=(3946) (10x985) 5 55 56 57 57 13 6 58 60 59 61 67 4 3 2 1 6 7 8 9 10 11 12 13 13 13 53 BR.1=(3240) BR.2=(3390) 5 5 5 5 5 5 5 5 13 5 5 5 5 5 BR.10=(4274) BR.9=(3946) (10x985) 5 55 56 57 57 13 6 58 60 59 61 67 5 5 5 5 5 5 65 75 140 d22 TH:10 140 75 65 POS:13 145 145 POS: 6 TH:10 13 5 5 55 56 57 57 13 13 58 60 59 61 67 6 (8x985) 5 5 5 5 5 30 60 POS:60 30 5 5 5 5 30 5 5 5 \U+00CAe \U+00C6`\U+00CC 30 60 30 POS:61 POS:59 5 5 5 30 POS:58 TH:12 TH:12 TH:10 TH:10 3x90 <> 5 5 5 8 d 22 HOLES POS:67 <> <> 5 6 13 TH:20 5 5 (2x90) 5 5 5 145 774 P0S:55 TH:10 STIFFENER 60 50 d14 460 P0S:56 375 P0S:57 POS:5 8x90 <> <> <> 5 TH:20 18 d 22 HOLES 5 <> 5 <> <> 7x90 <> <> 6 5 5 B B A A SECTION A,A SECTION B,B FRAME ON AXIS "1" & "8" FRAME ON AXIS "2" TO "7" 3 2 6 7 8 9 10 11 12 13 13 13 53 5 5 5 5 5 5 5 5 5 5 5 5 POS:2 POS:T-R-C1 5 5 POS:1 60 5 5 5 5 POS:3 TH:15 5 DETAIL.J 5 5 60 5 90 120 90 300 40 50 100 DETAIL.J 6d18HOLES 5 TH:15 TH:10 SECTION, A.A 8 145 266 P0S:7 TH:10 409 P0S:8 552 P0S:9 STIFFENER 694 P0S:10 850 P0S:11 1080 P0S:12 145 145 POS:6 TH:10 65 75 140 d22 TH:10 140 75 65 POS:13 5 5 TH:15 30 POS:4 POS:5 8x90 <> <> <> 5 TH:20 18 d 22 HOLES 5 <> 5 DETAIL.L 6 <> <> 6x90 <> <> \A1;753 5 5 5 5 5 5 \A1;697 \A1;850 5 5 \A1;1154 4d27 holes A A 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 POS:53 TH:20 4 5 POS:T-R-H 5 K2 K1 5 13 Z 200x70x30x3 5 5 5 5 2d16 <> 5 5 5 70 50 5 70 50 POS:T-R-P-1 50 80 50 30 80 50 160 180 POS: K1 TH:6 150 POS: K2 TH:6 4d14*35 Slots POS:T-R-P-3 Z 200x70x30x3 5 5 5 5 5 70 50 70 50 POS:T-R-P-2 5 5 Z 200x70x30x3 5 5 5 5 <> 5 5 5 70 50 5 70 50 5 5 <> 5 5 5 5 60 2d16 d14 2d14 d14 4d14 2d14 d14 2d16 2d16 2d16 2d16 4d14 d14 d14 d14 2d14 2d14 50 51 52 53 54 52 BRACING ASSEMBLY B 50 80 A 5 5 350 80 50 d25 5 5 75 POS:50 5 5 5 5 5 \U+2205 22 TH:12 POS:54 POS:52 5 5 27 45 POS:53 5 5 5 5 5 PIPE 60.3x3.2 \U+2205 22 POS:51 5 5 5 d25 ROOF WALL 5941 6751 NO, A B POS: 7046 6236 ROOF 6425 7235 6692 5882 T-R-BR-1 WALL T-R-BR-2 T-R-BR-9 T-R-BR-10 5 TH:10 TH:10 66 67 65a POS:65a POS:67 6d18 TH:10 200 40 120 40 5 5 5 5 5 IPE160 EAVES BEAM SECTION: A.A A A 65a 66 67 POS:66 TH:10 NO: T-R-S-1 (L=1135) d14 125 60 50 50 500 50 PURLIN PURLIN 30 30 20 30 2d14 HOLES FLANGE STAY A B L.50x50x5 B A 57 933 873 POS:T-R-FS.3 56 671 611 POS:T-R-FS.2 T-R-H 55 610 550 POS:T-R-FS.1 RAFTER STIFFENER QTY FLANG STAY 5 5 5 5 5 5 5 5 125 d14 NO: T-R-S-2 5 5 5 5 T-R-B T-R-B T-R-C2 T-R-C2 T-R-C2 T-R-C2 T-R-B T-R-B T-R-WP1 T-R-WP1 T-R-H T-R-H A B A1 A2 5 5 5 A B ROOF FRAMING PLAN 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 T-R-BR-1 FRAME IN AXIS "A" & "B" T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BR-2 T-R-BR-1 T-R-BR-2 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 BOX 100*4 5 5 POS:T-R-BOX-1 5 5840 5 5910 BOX 100*4 5 5420 <> 5680 POS:1A BOX 100*100*4 5 5 POS: G1 TH:10 2d22 G1 G1 1A 5 5 5 5 5 5 5 80 81 TH:20 4d20 POS:D 5 5 5 5 TH:10 POS:80 5 5 5 <> 5 5 5 TH:10 14x30 Slotes POS:81 70 POS:C TH:6 300 POS:T-R-WP1 5 5 POS:A TH:10 5 5 5 5 POS:B TH:8 5 5 300 2d14 100 100 73 100 5 5 5 5 5 5 5 5 5 5 5 C A A VIEW A C SECTION B,B B B D A B \A1;DET. C DETAIL.C 5 5 5 5 5 5 5 5 5 5 5 5 A1 A2 B A 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BOX-1 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-10 T-R-BR-9 T-R-BR-9 T-R-BR-9 T-R-BR-9 T-R-BR-9 T-R-BR-9 T-R-BR-9 T-R-BR-9 5 5 5 5 T-R-BR-1 T-R-BR-2 95 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A 5 5 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-3 F-3 B B FOUNDATION PLAN O I ANCHOR BOLT 25 L= B.P GROUT 3 150 kg/m 350 kg/m 3 800 800 1600 SECTION "C-C" SC.1:10 11 16@15cm 100 100 600 16 16@15cm 11 16@15cm 1300 900 800 800 100 100 2200 100 100 100 100 C SC.1:10 FOUNDATION F-1 100 100 1600 3 150 kg/m 350 kg/m 3 5 5 5 GROUT O I ANCHOR BOLT 25 L= B.P 2*8 16@15cm 8 16@15cm 8 16@15cm 5 5 5 5 5 5 5 5 5 5 5 K <> 5 5 SC.1:10 FOUNDATION F-3 SECTION "K-K" SC.1:10 5 5 5 5 100 F-3 F-3 T-R-BOX-1 T-R-BOX-1 BOX 100*4 BOX 100*4 E:AKBARPOUR.SO.38m APPROVED: A.R.KHORSHIDI CHECKED: A.AKBARPOOR CONTRACTOR: STRUCTURE OF AS SHOWN SCALE A.AKBARPOOR DRAWN METAL INDUSTRIES Co. MAZANDARAN'S HEAVY PROJECT CLIENT PAGE: M.H.M.I.CO. \U+00CDBjg\U+00D0lC\U+00CC \U+00CE\U+00E1\U+00C3\U+00CFs ßC\U+00DA ×lCs ßm\U+00C7¸ «âC\U+00CF\ TITLE. NC`\U+00E1\U+00A1\U+00D4Q kP\U+00CC38 \U+00D8\U+00D0C\U+00DAf \U+00D8\U+00C8\U+00D4s \U+00CD\U+00D4\U+00E1sBg\U+00D0\U+00D4¸ \U+00CDäM 5 5 5 5 5 5 1 2 3 4 5 6 7 8 A B \U+00CD\U+00D4\U+00E1sBg\U+00D0\U+00D4¸ \U+00CDäM F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-2 F-2 F-2 F-2 F-2 F-2 F-2 F-2 F-2 F-2 \U+00C5C\U+00CBw 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 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 F-3 5 5 5 5

Language	English
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	arpintaria, atelier, atelier de mécanique, atelier de menuiserie, autocad, block, carpentry workshop, DWG, mechanical workshop, mechanische werkstatt, oficina, oficina mecânica, schreinerei, Shop, steel, structure, werkstatt, works, workshop