Steel Project DWG Full Project for AutoCAD

Steel Project DWG Full Project for AutoCAD

Steel Project

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

geometric pattern, drawing workshop truss scale, geometric pattern scale, cross-sections, rods, ipe, bl., bl., bl., bl., bl., bl., ipe, bl., bl., bl., bl., bl., bl., bl., bl., bl., scale, bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., Double-sided fillet weld, one-sided thick fillet weld, steel: electrodes: eb designation of joints used:, the academy of geotechnical engineering, damian kucz, mgr edit piąciorak, year of study, date, comments, scale, drawing workshop truss, scale, bl., bl., bl., bl., scale, bl., bl., scale, thick joint, ipe, Bolt hole markings:, eight holes on the screws, bolts on site, bolts on site, combination of steel for, lp., element number, element type, arts, mass, ipe, sum, sum, sum, lp., element number, element type, dimension, arts, field pow., volumetric density, mass, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sheet metal, sum, sheet metal, sum, sheet metal, sheet metal, sum, sheet metal, sum, bl., ipe, bl., element type, element number, arts, mass, combination of steel for, sum, sum, ipn, element type, element number, dimensions, arts, field pow., volumetric density, mass, sheet metal mm, sum, sheet metal mm, sheet metal mm, sum, sheet metal mm, sum, electrodes eb steel, markings of the joints used:, fillet bilateral gr. mm mm, fillet unilateral gr. mm mm, welded joint mm mm, symbol of the class, element type, screw, arts, screw, screw, scale, ipe, ipe, bl., bl., bl., ipe, ipe, bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., Double-sided fillet weld, one-sided thick fillet weld, steel: electrodes: eb designation of joints used:, thick joint, drawing truss scale, bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., bl., combination of steel for, element number, element type, arts, mass, sum, plate, dimensions, arts, field pow, vol, mass, plate, ipe, sum, scale, scale, the academy of geotechnical engineering, damian, dr mgr edit a pcieciorak, year of study, date, iii, comments, scale, drawing workshop truss

Raw text data extracted from CAD file:

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Rysunek warsztatowy po\U+0142owy wi\U+0105zara kratownicy \W8.81964; skala 1:10 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 \W7.87394; Schemat geometryczny wi\U+0105zara \W7.08697; skala 1:100 Przekroje prêtów D³ugoœæi prêtów \W0.83222; P\U+0142atew IPE \W0.83222; 220 \W3.43227; L=5995 \W0.83222; P\U+0142atew IPE \W0.83222; 220 \W3.43227; L=5995 \W0.83222; P\U+0142atew IPE \W0.83222; 220 \W3.43227; L=5995 \W0.83222; P\U+0142atew IPE \W0.83222; 220 \W3.43227; L=5995 \W0.83222; P\U+0142atew IPE \W0.83222; 220 \W3.43227; L=5995 L 150x100x10 L=105 bl. 20 90x105 L 150x100x10 L=105 bl. 20 90x105 L 150x100x10 L=105 bl. 20 90x105 L 150x100x10 L=105 bl. 20 90x105 L 150x100x10 L=105 bl. 20 90x105 \W3.44868; L 150x100x10 \W6.52011; L=105 \W6.63916; bl. 20 \W6.21059; 90x105 \W0.83222; P\U+0142atew IPE \W0.83222; 220 \W3.43227; L=5995 L 150x100x10 L=125 bl. 20 90x105 \W1.50364; L 90x90x6 \W2.19412; L=10712 bl. 10 65x100 278.0664268210567 278.0664268210567 bl. 10 95x120 bl. 10 110x140 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 bl. 10 95x120 278.0664268210567 278.0664268210567 bl. 10 100x140 278.0664268210567 278.0664268210567 bl. 10 100x140 bl. 10 100x140 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 bl. 10 110x140 278.0664268210567 278.0664268210567 bl. 10 110x140 278.0664268210567 278.0664268210567 1 2 3 18 5 6 7 8 9 10 11 12 10 11 12 10 11 12 10 11 12 10 11 12 11 12 10 11 12 1 bl. 10 70x100 278.0664268210567 278.0664268210567 14 16 16 15 15 17 13 17 15 17 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W3.26555; bl. 10 \W2.36078; 280x370 278.0664268210567 278.0664268210567 \W3.26555; bl. 20 \W2.36078; 200x200 \W3.26555; bl. 10 \W2.83697; 95x120 19 20 18 \W3.26555; bl. 10 \W2.36078; 280x370 \W3.26555; bl. 20 \W2.36078; 200x200 19 \W3.26555; bl. 10 \W2.83697; 95x120 20 \W3.26555; bl. 10 \W2.83697; 95x120 20 18 \W3.26555; bl. 10 \W2.36078; 280x370 21 \W3.26555; bl. 10 \W2.28936; 155x386 22 \W3.26555; bl. 10 \W2.36078; 208x285 278.0664268210567 22 \W3.26555; bl. 10 \W2.36078; 208x285 21 \W3.26555; bl. 10 \W2.28936; 155x386 23 \W3.26555; bl. 10 \W2.83697; 45x145 24 \W3.26555; bl. 10 \W2.28936; 186x500 25 \W3.26555; bl. 10 \W2.28936; 171x405 278.0664268210567 \W3.26555; bl. 10 \W2.28936; 171x405 26 25 \W3.26555; bl. 10 \W2.28936; 140x390 24 \W3.26555; bl. 10 \W2.28936; 186x500 23 \W3.26555; bl. 10 \W2.83697; 45x145 3x40 3x40 4x40 4x40 4x105 4x105 4x105 4x105 4x105 3x100 3x100 3x40 3x40 4x200 4x160 3x65 3x170 4x60 4x85 4x120 4x120 4x140 4x140 4x140 4x140 4x140 4x140 4x160 4x60 4x40 4x110 4x235 4x150 4x405 4x140 4x140 4x85 4x40 3x170 3x455 4x40 4x40 4x40 4x40 4x40 4x40 4x100 4x100 3x120 3x120 3x120 3x120 4x140 4x140 4x140 4x140 4x40 4x40 4x40 4x40 4x40 4x40 4x40 3x40 3x40 3x45 4x105 3x285 3x105 3x285 3x105 4x40 4x40 4x40 4x40 4x105 4x105 4x90 4x60 4x90 4x60 4 4x120 4x105 - spoina pachwinowa dwustronna o gruboœci 4 [mm] i d³ugoœci 120 [mm] - spoina pachwinowa jednostronna o gruboœci 4 [mm] i d³ugoœci 105 [mm] Stal: St3SX Elektrody: EB 1.50 Oznaczenia stosowanych spoin: \W3.69724; KRE\U+015ALI\U+0141 \W2.64477; SPRAWDZI\U+0141 \W6.41558; Akademia G\U+00F3rniczo-Hutnicza Katedra geomechaniki, budownictwa i geotechniki Damian Kucz mgr in¿. Edyta Piêciorak Rok studiów Data IV Uwagi Skala 1:10 \W2.04841; Rysunek warsztatowy po\U+0142owy \W2.04841; wi\U+0105zara \W5.27421; kratownicy 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 \W6.93579; skala 1:5 27 \W3.26555; bl. 10 \W2.28936; 160x300 26 \W3.26555; bl. 10 \W2.28936; 160x300 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 \W3.26555; bl. 10 \W2.81317; 60x225 28 \W3.26555; bl. 10 \W2.81317; 60x225 27 M 16 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 \W6.93579; skala 1:5 \W3.26555; bl. 10 \W2.28936; 120x220 28 \W3.26555; bl. 10 \W2.28936; 120x220 28 M 16 \W0.64650; 2xL 90x90x6 \W2.19412; L=10712 1 \W6.93579; skala 1:5 4x180 4x180 4x190 278.0664268210567 278.0664268210567 278.0664268210567 M 16 M 16 M 16 M 16 M 16 M 16 M 16 6 \U+220513 4 \U+220517 4x50 4x50 - spoina czo³owa V o gruboœci 4 [mm] i d³ugoœci 50 [mm] 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 278.0664268210567 M 16 \W6.94868; M 16 278.0664268210567 \W0.83222; P\U+0142atew IPE \W0.83222; 220 \W3.43227; L=5995 10 3x40 3x45 278.0664268210567 278.0664268210567 278.0664268210567 8 \U+220517 Oznaczenia otworów na œruby: 8 \U+220517 - osiem otworów monta¿owych na œruby o œrednicy R=17 [mm] M 12 - œruby zak³adane na budowie M12 M 16 - œruby zak³adane na budowie M16 Zestawienie stali dla po³owy wi¹zara: Lp. Numer elementu Rodzaj elementu D³ugoœæ [m] Sztuk D³ugoœæ ³¹czna Masa 1mb [kg/m] Masa ca³kowita [kg] 1 10 IPE 220 5,995 5 29,975 31,10 932,22 2 3 L45x45x5 1,660 2 3,320 3,38 11,22 3 9 L45x45x5 2,630 1 2,630 3,38 5,61 4 6 L50x50x6 2,185 2 4,370 4,47 19,53 5 2 L75x75x5 10,400 2 20,800 5,76 119,81 6 5 L80x80x6 3,124 2 6,248 7,34 45,86 7 7 L80x80x6 3,472 2 6,944 7,34 50,97 8 8 L80x80x6 3,411 2 6,822 7,34 50,07 9 1 L90x90x6 10,712 2 21,424 8,32 178,25 10 4 L90x90x6 3,197 2 6,394 8,32 53,20 11 11 L150x100x10 0,125 5 0,625 8,32 5,20 suma L50x50x6 4,815 2 9,630 4,47 43,05 suma L80x80x6 10,007 2 20,014 7,34 146,90 suma L90x90x6 13,909 2 27,818 8,32 231,45 Lp. Numer elementu Rodzaj elementu Wymiar [mm x mm] Sztuk Pole pow. [m2] Gêstoœæ obj. [kg/m3] Masa ca³kowita[kg] 12 13 blacha gr 10 [mm] 70x100 2 0,0070 7850 1,10 13 14 blacha gr 10 [mm] 65x100 2 0,0065 7850 1,02 14 15 blacha gr 10 [mm] 110x140 12 0,0154 7850 14,51 15 16 blacha gr 10 [mm] 95x120 12 0,0114 7850 10,74 16 17 blacha gr 10 [mm] 100x140 12 0,0140 7850 13,19 17 18 blacha gr 10 [mm] 280x370 1 0,0818 7850 6,42 18 20 blacha gr 10 [mm] 95x120 2 0,0073 7850 1,15 19 21 blacha gr 10 [mm] 155x386 1 0,0565 7850 4,44 20 22 blacha gr 10 [mm] 208x285 1 0,0505 7850 3,96 21 23 blacha gr 10 [mm] 45x145 1 0,0064 7850 0,50 22 24 blacha gr 10 [mm] 186x500 1 0,0927 7850 7,28 23 25 blacha gr 10 [mm] 171x405 1 0,0582 7850 4,57 24 27 blacha gr 10 [mm] 160x300 1 0,0480 7850 3,77 25 28 blacha gr 10 [mm] 60x225 1 0,0135 7850 1,06 26 29 blacha gr 10 [mm] 120x220 1 0,0264 7850 2,07 suma blacha gr 10 [mm] 0,5681 suma 79,87 27 12 blacha gr 20 [mm] 90x105 5 0,0095 7850 7,46 28 19 blacha gr 20 [mm] 200x200 1 0,0400 7850 6,28 suma blacha gr 20 [mm] 0,0495 suma 13,74 \W3.26555; bl. 10 \W2.83697; 95x120 20 4x140 4x140 19 4x105 4x105 4x90 3770 2280 3000 3770 2280 3000 \W0.83210; P\U+0142atew IPE \W0.83210; 220 \W3.43238; L=5995 1 M 16 \W3.92857; L \W3.92857; 150x100x10 3 bl. 20 90x105 3 4x105 A A 4641 4673 Rodzaj elementu Lp Numer elementu D³ugoœæ [m] Sztuk D³ugoœæ ³¹czna [m] Masa 1mb [kg/m] Masa [kg] 1 2 3 4 L 45x45x5 Zestawienie stali dla po³owy wi¹zara : 1/2 IPN\fISOCPEUR|b0|i1|c238|p32; 300 1/2 IPN\fISOCPEUR|b0|i1|c238|p32; 180 1 2 15,232 1 15,232 27,10 412,787 14,885 1 14,885 10,95 162,990 1,655 2 3,310 3,38 11,188 3 5 L 45x45x5 2,997 2 5,994 3,38 20,260 5 6 6 L 45x45x5 2,105 2 4,210 3,38 8,862 L 45x45x5 8 3,350 2 6,700 3,38 22,646 L 45x45x5 9 7 2,635 2 5,270 3,38 17,813 8 10 L 45x45x5 3,725 2 7,450 3,38 25,181 9 12 L 45x45x5 3,350 1 3,350 3,38 11,323 Suma L 45x45x5 - - 36,284 3,38 117,273 L 65x65x7 L 65x65x7 L 65x65x7 Suma 3,355 3,750 - - 2 2 14,210 6,710 7,500 6,83 6,83 6,83 45,830 51,225 97,055 10 11 7 11 L 80x80x8 3,310 2 4 14 6,620 9,63 63,750 13 18 L 150x100x10 0,125 7 0,875 7850 16,625 12 IPN 220 5,995 41,965 31,10 1305,112 7 20 Rodzaj elementu Lp Numer elementu Wymiary [mm x mm] Sztuk Pole pow. [m2\fISOCPEUR|b0|i1|c238|p32;] Gêstoœæ obj. [kg/m3\fISOCPEUR|b0|i1|c238|p32;] Masa [kg] 15 16 blacha gr. 6 mm blacha gr. 6 mm blacha gr. 6 mm 24 25 26 Suma 17 blacha gr. 6 mm 110 x 390 1 0,0429 7850 7850 7850 7850 7850 7850 7850 7850 7850 7850 7850 2,021 85 x 305 155 x 180 - - 1 1 0,0259 0,0279 1,220 1,314 4,555 0,0967 blacha gr. 8 mm blacha gr. 8 mm blacha gr. 8 mm blacha gr. 8 mm blacha gr. 8 mm 18 19 20 21 22 Suma - - 15 16 17 27 blacha gr. 10 mm blacha gr. 10 mm blacha gr. 10 mm blacha gr. 10 mm blacha gr. 10 mm blacha gr. 10 mm blacha gr. 10 mm blacha gr. 20 mm blacha gr. 20 mm blacha gr. 20 mm 7850 7850 7850 7850 7850 7850 7850 Suma Suma - - - - 23 24 25 26 27 28 29 19 23 13 14 21 22 28 29 65 x 100 85 x 100 100 x 210 60 x 225 65 x 100 100 x 100 257 x 345 95 x 140 125 x 295 155 x 180 90 x 105 200 x 200 16 8 2 1 2 4 1 1 1 1 7 1 0,0065 0,0085 0,0210 0,0135 0,0495 0,0100 0,0887 0,0133 0,0369 0,0279 0,0967 0,0095 0,0400 0,0495 6,531 4,270 2,638 0,849 16,014 0,510 0,785 6,963 1,044 2,897 2,190 14,389 10,440 6,280 16,720 0,0065 Elektrody EB 1.50 Stal 18G2 (S355) 4x45 Oznaczenia stosowanych spoin: - spoina pachwinowa dwustronna gr. 4 mm d³. 45 mm 4x45 - spoina pachwinowa jednostronna gr. 4 mm d³. 45 mm 7x75 - spoina czo³owa V gr. 7 mm d³. 75 mm -2847.057571457415 -2847.057571457415 19,00 Materia³ 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2AV 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2AV 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 18G2 (S355) 30 31 Lp Symbol klasy Rodzaj elementu 32 6.8 (8) 12.9 (12) 4.8 (4) œruba M12, nakrêtka, podk³adki Sztuk 18G2 (S355) 18G2 (S355) 18G2 (S355) Materia³ Materia³ œruba M12, nakrêtka, podk³adki œruba M12, nakrêtka, podk³adki 4 3 4 33 4.8 (4) 18G2 (S355) œruba M16, nakrêtka, podk³adki 22 skala 1:5 40° 40° 99° 35° 96° 50° 50° 46° 84° 41° 96° 44° 46° 46° 87° 44° 84° 52° 39° 96° 46° 51° 90° 39° 120 110 160 130 95 65 100 110 95 100 85 75 100 85 100 185 150 120 110 110 65 100 324 200 200 400 120 87 153 215 400 60 60 60 53 30 75 40 30 48 47 10 48 47 175 5 10 85 85 170 10 170 200 350 170 85 95 40 120 10 30 10 553 49 450 55 57 217 274 60 60 45 45 25 45 45 428 249 47 330 51 428 45 204 60 60 40 40 30 50 40 80 55 40 46 46 270 91 167 167 91 137 55 37 320 70 40 55 55 90 55 55 40 200 50 390 250 95 55 80 55 55 40 40 110 40 380 190 250 25 13 91 170 10 10 222 81 141 60 163 120 283 65 30 35 130 58 46 58 30 52 78 100 93 40 24 80 127 207 99 101 200 464 50 514 200 74 276 51 409 54 40 40 40 30 40 40 80 30 50 160 48 78 40 34 200 358 50 150 50 9 48 218 39 257 49 308 51 408 90 70 40 30 95 81 0 30 100 30 50 75 50 50 230 65 306 65 230 228 30 40 40 30 20 30 30 20 35 35 55 99 138 55 99 48 48 100 960 160 680 160 680 160 680 160 760 553 760 160 680 160 680 160 680 160 879 428 608 160 523 160 614 270 4800 4800 2400 12100 2410 2414 2410 2414 2132 301 212 12081 12293 536 492 1800 1050 1050 890 927 1050 843 686 640 784 722 592 592 592 657 683 600 600 601 701 856 870 850 764 663 663 663 702 443 560 560 560 570 2990 2820 2110 3155 3185 2575 3455 2694 3159 3151 2280 3479 3481 2760 3842 3000 1620 30 154 97 190 86 154 10 80 4800 3151 3148 2038 3842 3000 2400 2412 240 2400 2760 3842 2414 3481 2760 2631 2410 240 2280 3479 2398 2414 3151 2280 2685 2518 3479 3481 4800 240 2410 1800 3148 2398 371 332 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W3.83697; \A1;2xLR \W3.83697; \A1;120x120x10 \W2.17031; \A1;L=11924 D \W3.83697; \A1;2xLR \W3.83697; \A1;90x90x10 \W2.19412; \A1;L=12293 G \W0.14650; 2xLR 45x45x5 \W2.67031; L=2110 S2 \W0.14650; 2xLR 45x45x5 \W2.67031; L=1620 S1 \W0.14650; 2xLR 90x90x8 \W2.67031; L=2990 K1 \W0.14650; 2xLR 75x75x8 \W2.67031; L=2820 K2 \W0.14650; 2xLR 75x75x8 \W2.67031; L=3155 K3 \W0.14650; 2xLR 65x65x6 \W2.67031; L=3185 K4 \W0.14650; 2xLR 50x50x5 \W2.67031; L=2575 S3 \W0.14650; 2xLR 65x65x6 \W2.67031; L=3455 K5 1xLR 45x45x5 \W2.67031; L=2695 S4 \W0.83222; P\U+0142atew IPE \W0.83222; 160 \W3.43222; L=5995 18 \W0.83222; P\U+0142atew IPE \W0.83222; 160 LN 100x75x8 17 bl. 11 60x75 16 \W6.94868; M 16 LN 100x75x8 2 bl. 11 60x75 16 \W6.94868; M 16 LN 100x75x8 2 bl. 11 60x75 16 \W6.94868; M 16 \W6.94868; M 16 \W6.94868; M 16 \W6.94868; M 16 3x75 4x75 M 16 M 20 M 8 M 16 M 20 M 12 M 12 M 10 M 16 M 20 M 10 M 10 M 8 M 8 \W7.42487; M 8 \A1;2LR65x65x6 \A1;2LR50x50x5 \A1;2LR65x65x6 \A1;2 LR 90X90X10 \A1;2 LR 120X120X10 \A1;2LR75x75x8 \A1;2LR45x45x5 \A1;2LR75x75x8 \A1;2LR 90x90x8 \A1;2L45x45x5 \A1;2L45x45x5 2400 4800 4800 5x2410 \A1;276 \A1;228 3480 3480 3150 3150 3840 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3x120 3x120 3x160 3x160 3x110 3x110 3x100 3x100 3x110 3x110 3x100 3x100 3x100 3x100 3x100 3x100 3x120 3x120 4x50 4x50 4x50 4x50 \W0.16667; M \W0.16667; 16 \W0.83222; P\U+0142atew IPE \W0.83222; 160 18 \W0.83222; P\U+0142atew IPE \W0.83222; 160 18 M 16 M 16 3x75 3x75 bl. 11 60x75 16 3x40 3x60 M 16 4x75 3x100 3x100 5 5 M 16 M 16 \W7.42487; M 8 M 20 M 8 M 16 M 12 M 20 M 20 M 8 M 20 M 12 M 10 M 20 M 8 \W3.26555; bl. 10 \W2.33697; 400x324 1 \W3.26555; bl. 20 \W2.36078; 200x350 2 \W3.26555; bl. 10 \W2.33697; 553x274 4 \W3.26555; bl. 10 \W2.38459; 428x249 5 \W3.26555; bl. 10 \W2.36078; 390x250 7 \W3.26555; bl. 10 \W2.97983; 270x91 6 \W3.26555; bl. 10 \W2.28936; 130x283 8 \W3.26555; bl. 10 \W2.36078; 200x207 9 \W3.26555; bl. 10 \W2.33697; 514x274 10 \W3.26555; bl. 10 \W2.28936; 160x200 11 \W3.26555; bl. 10 \W2.36078; 408x257 12 \W3.26555; bl. 10 \W2.36078; 454x292 15 \W3.26555; bl. 10 \W2.36078; 380x190 14 \W3.26555; bl. 10 \W2.83697; 334x86 13 \W3.26555; bl. 10 \W2.83697; 95x170 3 \W3.26555; bl. 10 \W2.33697; 400x324 1 \W3.26555; bl. 10 \W2.83697; 95x170 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 M 20 M 16 M 8 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 20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 30 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 5 5 5 5 5 5 5 51 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 50 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 40 50 40 30 60 5 5 30 5 30 5 5 5 5945 5 5 5 5 5 5 LN 100x75x8 17 5 5 5 5 5 5 228 5 5 5 5 5 5 5 5 5 5 M 20 M 20 M 16 M 20 M 20 M 20 M 20 M 16 5 5 5 5 5 M 16 M 16 M 16 M 16 M 16 M 8 M 8 M 8 M 8 M 8 M 20 M 10 5 5 M 10 M 12 M 12 M 12 M 12 3x100 3x75 - spoina pachwinowa dwustronna o gruboœci 3 [mm] i d³ugoœci 100 [mm] - spoina pachwinowa jednostronna o gruboœci 3 [mm] i d³ugoœci 75 [mm] Stal: S355 Elektrody: EB 1.50 Oznaczenia stosowanych spoin: 6x94 - spoina czo³owa o gruboœci 6 [mm] i d³ugoœci 94 [mm] \W8.57143; Rysunek po\U+0142owy wi\U+0105zara kratownicy \W8.81964; skala 1:10 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 5 614 5 5 5 2400 5 12100 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W3.26555; bl. 10 \W2.33697; 400x324 1 \W3.26555; bl. 10 \W2.83697; 95x170 3 \W3.26555; bl. 10 \W2.83697; 95x170 3 \W3.26555; bl. 10 \W2.33697; 553x274 4 \W3.26555; bl. 10 \W2.38459; 428x249 5 \W3.26555; bl. 10 \W2.28936; 130x283 8 \W3.26555; bl. 10 \W2.36078; 200x207 9 \W3.26555; bl. 10 \W2.33697; 514x274 10 \W3.26555; bl. 10 \W2.28936; 160x200 11 \W3.26555; bl. 10 \W2.28936; 160x200 11 \W3.26555; bl. 10 \W2.36078; 408x257 12 \W3.26555; bl. 10 \W2.36078; 454x292 15 \W3.26555; bl. 10 \W2.83697; 334x86 13 \W3.26555; bl. 10 \W2.36078; 380x190 14 \W3.26555; bl. 10 \W2.97983; 270x91 6 \W3.26555; bl. 10 \W2.36078; 390x250 7 \W0.97004; Zestawienie stali dla po\U+0142owy \W0.97004; wi\U+0105zara \W5.45538; Lp \W5.69347; 1 \W5.65776; 2 \W5.65776; 3 \W5.64586; 4 \W5.65776; 5 \W5.64586; 6 \W5.65776; 7 \W5.65776; 8 \W5.66966; 9 \W5.38395; 10 \W5.45538; 11 \W3.41734; Numer \W2.56020; elementu \W3.39353; Rodzaj \W2.56020; elementu \W3.11846; D\U+0142ugo\U+015B\U+0107 \W4.53639; [m] \W3.86972; Sztuk \W3.11846; D\U+0142ugo\U+015B\U+0107 \W9.44872; \U+0142aczna \W1.86972; Masa 1mb \W3.15544; [kg/m] \W0.19091; Masa ca\U+0142kowita \W4.39353; [kg] \W5.64586; G \W5.63395; D \W5.49109; S1 \W5.41966; S2 \W5.41966; S3 \W5.40776; S4 \W5.46728; K1 \W5.39586; K2 \W5.39586; K3 \W5.38395; K4 \W5.39586; K5 \W5.38395; 13 \W5.37205; 14 \W5.38395; 15 \W5.38395; 16 \W5.38395; 17 \W5.38395; 18 \W5.65776; 2 \W5.65776; 3 \W5.64586; 4 \W5.65776; 5 \W5.64586; 6 \W5.65776; 7 \W9.74409; SUMA \W5.38395; 12 \W5.69347; 1 \W5.65776; 8 \W5.38395; 10 \W5.45538; 11 \W5.38395; 12 \W5.38395; 13 \W5.37205; 14 \W5.66966; 9 \W5.38395; 16 \W5.38395; 13 \W5.37205; 14 \W5.38395; 15 \W5.38395; 16 \W5.38395; 17 \W5.38395; 18 \W5.38395; 12 \W5.41966; 20 \W5.49109; 21 \W5.41966; 22 \W8.14885; BLACHA 1 \W8.00600; BLACHA 2 \W8.00600; BLACHA 3 \W7.98219; BLACHA 4 \W8.00600; BLACHA 5 \W8.00600; BLACHA 6 \W8.00600; BLACHA 7 \W8.00600; BLACHA 8 \W8.02981; BLACHA 9 \W7.52981; BLACHA 10 \W7.67266; BLACHA 11 \W7.52981; BLACHA 12 \W7.52981; BLACHA 13 \W7.50600; BLACHA 14 \W7.52981; BLACHA 16 \W4.88695; \A1;2xLR 120x120x10 \W5.83933; \A1;2xLR 90x90x10 \W6.31552; 2xLR 45x45x5 \W6.31552; 2xLR 45x45x5 \W6.31552; 2xLR 50x50x5 \W6.24409; 1xLR 45x45x5 \W6.31552; 2xLR 90x90x8 \W6.31552; 2xLR 75x75x8 \W6.31552; 2xLR 75x75x8 \W6.31552; 2xLR 65x65x6 \W6.31552; 2xLR 65x65x6 \W9.60123; 12,29 \W9.57743; 11,92 \W5.02681; 1,62 \W5.13395; 2,11 \W5.06252; 2,58 \W5.06252; 2,70 \W5.07443; 2,99 \W5.06252; 2,82 \W5.06252; 3,16 \W5.07443; 3,19 \W5.06252; 3,46 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 5 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W9.17266; 350,73 \W9.19647; 433,89 \W9.57743; 10,97 \W9.57743; 14,26 \W9.57743; 19,45 \W9.64885; 62,19 \W9.64885; 50,93 \W9.64885; 57,07 \W9.64885; 34,52 \W9.62504; 37,44 \W9.57743; 18,25 \W9.64885; 27,00 \W9.64885; 36,40 \W5.05062; 6,76 \W5.05062; 6,76 \W5.05062; 7,54 \W9.64885; 20,80 \W9.57743; 18,06 \W9.57743; 18,06 \W9.57743; 10,82 \W9.57743; 10,82 \W5.05062; 6,76 \W9.60123; 12,29 \W9.57743; 11,92 \W5.02681; 1,62 \W5.13395; 2,11 \W5.06252; 2,58 \W5.07443; 2,99 \W5.06252; 2,82 \W5.06252; 3,16 \W5.07443; 3,19 \W5.06252; 3,46 \W5.06252; 2,70 \W8.62504; 1660,76 \W5.41966; 23 \W9.62504; 54,94 \W5.06252; 85,2 \W4.10081; Wymiary \W4.86272; [max] \W5.05319; Sztuk \W5.50557; Pole \W3.29129; pow [m ] \W2.72910; G\U+0119sto\U+015B\U+0107 obj \W3.83891; [kg/m ] \W5.67925; 2 \W5.67925; 3 \W0.19091; Masa ca\U+0142kowita \W4.39353; [kg] \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W5.69347; 1 \W8.50600; 400x324 \W8.52981; 200x350 \W9.00600; 95x170 \W8.50600; 553x274 \W8.55362; 428x249 \W9.14885; 270x91 \W8.52981; 390x250 \W8.45838; 130x283 \W8.52981; 200x207 \W8.50600; 514x274 \W8.45838; 160x200 \W9.00600; 334x86 \W8.52981; 380x190 \W8.52981; 380x190 \W8.52981; 454x292 \W9.45838; 60x75 \W5.39586; 19 \W5.38395; 15 \W7.52981; BLACHA 15 \W6.67266; LN 100x75x8 \W8.69647; IPE 160 \W5.38395; 18 \W5.38395; 17 \W5.13395; 0,11 \W5.64586; 6 \W5.06252; 7,00 \W9.57743; 10,60 \W5.06252; 0,66 5 \W9.74409; SUMA \W9.10123; 101,66 \W5.38395; 16 \W9.62504; 48,84 \W9.57743; 1,295 \W5.06252; 5,95 \W5.64586; 6 \W9.17266; 564,06 \W9.57743; 15,80 \W5.06252; 35,7 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W6.93579; skala 1:5 \W9.79171; 0,101 \W9.64885; 0,070 \W9.79171; 0,011 \W9.64885; 0,150 \W9.62504; 0,104 \W9.64885; 0,025 \W9.64885; 0,098 \W9.64885; 0,033 \W9.64885; 0,035 \W9.64885; 0,138 \W9.64885; 0,032 \W9.64885; 0,103 \W9.64885; 0,026 \W9.64885; 0,072 \W9.64885; 0,118 \W9.17266; 0,0045 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W9.88695; 7850 \W5.06252; 7,93 \W5.06252; 5,50 \W5.06252; 0,86 \W9.57743; 11,78 \W5.06252; 8,16 \W5.02681; 1,96 \W5.07443; 7,69 \W5.06252; 2,60 \W5.06252; 2,75 \W9.57743; 10,83 \W5.13395; 2,51 \W5.07443; 8,09 \W5.05062; 2,04 \W5.06252; 5,65 \W5.06252; 9,26 \W5.06252; 0,88 \W6.93579; skala 1:5 5 18 11 5 5 8 5 5 5 \W2.64477; SPRAWDZI\U+0141 \W6.41558; Akademia G\U+00F3rniczo-Hutnicza Katedra geomechaniki, budownictwa i geotechniki Damian P³atek Dr mgr in¿. Edyta Piêciorak Rok studiów Data III Uwagi Skala 1:10 \W2.04841; Rysunek warsztatowy po\U+0142owy \W2.04841; wi\U+0105zara \W5.27421; kratownicy 5

Language	N/A
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, DWG, full, Project, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier