Reinforcement Layot DWG Block for AutoCAD

Reinforcement Layot DWG Block for AutoCAD

is shows a reinforcement layout of concrete floor wich transfers the load in two perpendicular directions

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

viewnumber, sheetnumber, cut, armatures pos ga aleks signature, cut, label, armature specification, number, overall, Aleksa

Raw text data extracted from CAD file:

VIEWNUMBER SHEETNUMBER \A1;460.0 \A1;460.0 \A1;230.0 \A1;40.0 \A1;40.0 \A1;414.0 \A1;161.0 \A1;161.0 \A1;130.0 \A1;130.0 \A1;97.0 \A1;97.0 \A1;115.0 \A1;115.0 \A1;115.0 \A1;97.0 PRESJEK 2-2 PRESJEK 1-1 \A1;92.0 \A1;92.0 \A1;69.0 \A1;69.0 \A1;115.0 \A1;115.0 \A1;30.0 (4)d12/25 (3)d12/25 (5)d12/12.5 (4)d12/25 (5)d12/12.5 (3)d12/25 (3)d12/25 (4)d12/25 (1)d12/20 (2)d12/20 (2)d12/20 (4)d12/25 (5)d12/12.5 (1)d12/20 (2)d12/20 (4)d12/25 (3)d12/25 (5)d12/12.5 (4)d12/25 (5)d12/12.5 (3)d12/25 (3)d12/25 (4)d12/25 (1)d12/20 (2)d12/20 (2)d12/20 (4)d12/25 (5)d12/12.5 (1)d12/20 (2)d12/20 2 2 1 1 \A1;322.0 (6)\U+220510/50 (8)\U+220510/50 (7)\U+220510/50 (10)\U+220510/20 (9)\U+220510/50 \A1;44.0 (9)\U+220510/25(13 kom.) \A1;44.0 \A1;44.0 (10)\U+220510/10 (8)\U+220510/25(14 kom.) \A1;44.0 (7)\U+220510/25(13 kom.) (6)\U+220510/25(14 kom.) (6)\U+220510/50 (8)\U+220510/50 (7)\U+220510/50 (10)\U+220510/20 (9)\U+220510/50 \A1;44.0 (6)\U+220510/50 (8)\U+220510/50 (7)\U+220510/50 (9)\U+220510/25(13 kom.) (10)\U+220510/20 \A1;44.0 \A1;44.0 (10)\U+220510/10(33 kom.) (8)\U+220510/25(14 kom.) (9)\U+220510/50 \A1;44.0 (7)\U+220510/25(13 kom.) (6)\U+220510/25(14 kom.) (8)\U+220510/40 (6)\U+220510/40 (7)\U+220510/40 (9)\U+220510/40 (10)\U+220510/20 (8)\U+220510/40 (6)\U+220510/40 (7)\U+220510/40 (9)\U+220510/40 (10)\U+220510/20 (8)\U+220510/20(16 kom.) (9)\U+220510/20(17 kom.) \A1;44.0 (10)\U+220510/10(33 kom.) \A1;44.0 \A1;44.0 \A1;44.0 (7)\U+220510/20(17 kom.) (6)\U+220510/20(16 kom.) (5) \U+220512/ 30 (4) \U+220512/ 40 (3) \U+220512/ 4 0 (4) \U+220512/ 40 (3) \U+220512/ 40 (5) \U+220512/ 15(32 kom.) (4)\U+220512/ 20(26 kom.) (3)\U+220512/ 20(25 kom.) (5) \U+220512/ 30 (2) \U+220512/ 4 0 (1) \U+220512/ 4 0 (5) \U+220512/ 15(32 kom.) (2)\U+220512/ 2 0(26 kom.) (1)\U+220512/ 2 0(25 kom.) (5) \U+220512/ 25 (5) \U+220512/ 25 (5) \U+220512/12.5(39 kom.) \A1;53.0 \A1;53.0 (3) \U+220512/40 (4) \U+220512/40 (5) \U+220512/ 25 (3) \U+220512/40 (4) \U+220512/40 (1) \U+220512/40 (2) \U+220512/40 (3) \U+220512/40 (4) \U+220512/40 (5) \U+220512/ 25 (3) \U+220512/40 (4) \U+220512/40 (1) \U+220512/40 (2) \U+220512/40 (5) \U+220512/12.5(39 kom.) \A1;53.0 \A1;53.0 \A1;53.0 (4)\U+220512/20(26 kom.) (3)\U+220512/20(25 kom.) (4)\U+220512/20(26 kom.) \A1;53.0 \A1;53.0 \A1;92.0 \A1;92.0 (3)\U+220512/20(25 kom.) \A1;69.0 \A1;69.0 \A1;69.0 \A1;115.0 \A1;115.0 \A1;30.0 \A1;30.0 \A1;115.0 \A1;53.0 (1)\U+220512/20(25 kom.) (2)\U+220512/20(26 kom.) \A1;115.0 \A1;644.0 \A1;207.0 \A1;115.0 \A1;115.0 \A1;115.0 \A1;40.0 \A1;40.0 \A1;230.0 \A1;460.0 \A1;460.0 \A1;30.0 \A1;115.0 \A1;115.0 \A1;230.0 \A1;115.0 \A1;230.0 \A1;30.0 \A1;115.0 \A1;115.0 \A1;30.0 \A1;(6)d10/20(40) (16 kom.) \A1;(7)d10/20(30,40) (17 kom.) \A1;(6)d10/25(50) (14 kom.) \A1;(7)d10/20(30,40) (13 kom.) \A1;(6)d10/25(50) (14 kom.) \A1;(7)d10/20(30,40) (13 kom.) \A1;(6)d10/20(40) (16 kom.) \A1;(10)d10/10(20) (33 kom.) \A1;(9)d10/20(30,40) (17 kom.) \A1;(6)d10/25(50) (14 kom.) \A1;(6)d10/25(50) (14 kom.) \A1;(10)d10/10(20) (33 kom.) \A1;(9)d10/25(37.5,50) (14 kom.) \A1;(7)d10/25(37.5,50) (13 kom.) \A1;(10)d10/10(20) (33 kom.) \A1;(9)d10/25(37.5,50) (14 kom.) \A1;(7)d10/25(37.5,50) (13 kom.) 5 5 5 (6)d10/20 (7)d10/20 (6)d10/20 (9)d10/20 (9)d10/20 (10)d10/10 (7)d10/20 (8)d10/20 \A1;(1)d10/20(40) (25 kom.) \A1;(2)d10/20(30,40) (26 kom.) 5 5 \A1;(1)d10/20(40) (23 kom.) 5 \A1;(5)d12/15(30) (32 kom.) \A1;(2)d12/20(40) (25 kom.) \A1;(4)d12/20(40) (26 kom.) (8)d10/20 (7)d10/20 (10)d10/10 (9)d10/20 (9)d10/20 (6)d10/20 (7)d10/20 (6)d10/20 5 5 5 5 5 5 5 5 5 5 \A1;(1)d10/20(40) (25 kom.) \A1;(2)d10/20(30,40) (26 kom.) \A1;(5)d12/12.5(25) (39 kom.) \A1;(2)d12/20(30,40) (25 kom.) \A1;(4)d12/20(40) (26 kom.) (4)\U+220512/ 20(26 kom.) (3)\U+220512/ 20(25 kom.) \A1;(7)d10/20(30,40) (17 kom.) \A1;(1)d10/20(40) (23 kom.) 2 2 3 3 \A1;PLAN ARMATURE PLO\U+010CE POS 1 R=1:25 MB30 GA 240/360 Aleksa \U+010Cavi\U+0107 5304 Potpis PRESJEK 3-3 PRESJEK 2-2 \A1;(11)d8/25(3 kom.) \A1;(12)d8/25(3 kom.) \A1;(11)d8/25(8 kom.) \A1;(11)d8/25(8 kom.) \A1;(12)d8/25(8 kom.) \A1;(12)d8/25(8 kom.) \A1;(12)d8/25(8 kom.) \A1;(12)d8/25(8 kom.) \A1;(12)d8/25(3 kom.) \A1;(11)d8/25(8 kom.) \A1;(11)d8/25(8 kom.) \A1;(11)d8/25(3 kom.) \A1;(13)d8/25(3 kom.) \A1;(13)d8/25(3 kom.) \A1;(13)d8/25(3 kom.) \A1;(13)d8/25(3 kom.) \A1;(13)d8/25(3 kom.) \A1;(13)d8/25(3 kom.) \A1;(13)d8/25(6 kom.) \A1;(13)d8/25(6 kom.) \A1;(13)d8/25(6 kom.) \A1;(13)d8/25(6 kom.) \A1;(14)d8/25(6 kom.) \A1;(14)d8/25(6 kom.) \A1;(14)d8/25(6 kom.) \A1;(14)d8/25(6 kom.) \A1;(14)d8/25(3 kom.) Oznaka Specifikacija armature 1 2 3 4 5 6 7 8 9 10 11 12 Pre\U+010Dnik \U+0161ipke Du\U+017Eina \U+0161ipke Broj \U+0161ipki Ukupna du\U+017Eina d [mm] [cm] [kom] [m] 12 12 12 12 12 10 10 10 8 13 14 10 10 8 8 8 485 15 11.3 15 11.3 322 69.5 201 13 13 18.4 13 13 13 10.6 13 13 13 10.6 18.4 18.4 18.4 490 10 10 11.3 11.3 322 201 201 13 13 13 13 336 10.6 10.6 10.6 11.8 11.8 10.6 13 13 10.6 10.6 9.4 9.4 9.4 9.4 5 5 4 4 679.5 450 684 452 260.4 260.4 410 105 260.4 305 230 489 414 13 13 13 13 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 538 656 533 362 787 709 869 711 1027 434 331 256 513 438 15 15 15 15 150 156 330 60 264 76 76 84 42 807 1023.4 799.5 1227.7 1194.6 104.3 426.6 616.2 1145.8 251.56 194.6 430.9 184 120 645.6 120 150 156 60 Aleksa \U+010Cavi\U+0107 5304

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, block, concrete, DWG, floor, formwork, layout, load, reinforced concrete, reinforcement, schalung, shows, stahlbeton