Reinforcement Plan For A Reinforced Concrete Column DWG Plan for AutoCAD

The drawing presents all the necessary reinforcing bars for a column that is part of a reinforced concrete 3 story frame designed in a seismic area.The rebar calculations were done according to the Eurocodes 2 and 8

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

project, no., specification, name, signature, scale, project title, phase, project manager, office building, designed, razvan mecciu, date, title placa, board, drawn, razvan mecciu, reinforcing poles, calipers cm, stirrups, calipers cm, section, elevation, diameter, mark, number of bars, the length in meters of a bar, lengths on diameters, total lengths per diameter, mass per linear meter, mass on diameters, total mass per steel, total weight, diameter, mark, number of bars, the length in meters of a bar, lengths on diameters, total lengths per diameter, mass per linear meter, mass on diameters, total mass per steel, total weight, elevation, stirrups, stirrups, stirrups, elevation, section

Raw text data extracted from CAD file:

Proiect nr. 01 Specificatie NUME SEMNATURA Scara Titlu proiect Faza Sef Proiect 1:25 Cladire Birouri Proiectat Razvan Melecciu Data Titlu plansa Plansa Desenat Razvan Melecciu 10.12.2011 Armare Stalpi nr.02 \A1;48 etrieri x 10 cm \A1;1.40 \A1;85 \A1;55 \A1;55 \A1;55 \A1;12 \A1;4.15 \A1;55 \A1;8 x \A1;10 etrieri \A1;16 x \A1;10 etrieri \A1;5 x \A1;20 etrieri \A1;85 \A1;3.15 \A1;85 \A1;12 \A1;55 \A1;85 \A1;55 \A1;55 \A1;55 1 4d28 PC 52 L=\A1;6.31m \A1;631 1 4d28 PC 52 L=\A1;6.31m 1 4d28 PC 52 L=\A1;6.31m 1 2d28 PC 52 L=\A1;6.31m 1 2d28 PC 52 L=\A1;6.31m 2 \A1;7\S8^ ; \A1;47 \A1;47 \A1;47 \A1;47 2 d8 OB 37 L=\A1;1.98\S8^ ;m 3 \A1;7\S8^ ; \A1;47 \A1;47 \A1;47 \A1;47 3 d8 OB 37 L=\A1;1.98\S8^ ;m 48 etrieri x 10 cm 2 <> <> 5 5 <> <> <> <> 2 A \LS2 55×55 \L8 piece(s) \LL = 4 ml Section A-A Elevatie 4 \A1;7\S8^ ; \A1;19\S5^ ; \A1;47 \A1;19\S5^ ; \A1;47 4 d8 OB 37 L=\A1;1.43\S8^ ;m 10 Diametrul 1 Marca 2 3 4 5 6 7 8 9 Numarul barelor asemenea (bucati) Lungimea in metri a unei bare 8 OB37 11 12 13 14 15 16 Lungimi pe diametre PC52 17 18 19 28 20 28 1 6.31 12 12 75.72 97.41 0.00 8 2 1.99 49 49 97.41 0.00 8 3 1.99 49 49 70.46 0.00 8 4 1.44 49 49 475 0.888 Total lungimi pe diametru Masa pe metru liniar Masa pe diametre Masa totala pe tipuri de otel Masa totala [kg] [kg] [kg] [kg]/[ml] [m] 0.154 0.222 0.395 265.28 105 104.79 0.617 3.853 0.617 0.888 1.208 1.578 1.998 2.466 2.984 370 0.395 75.72 4.834 366.03 A \LC 8 \L1 piece(s) \LL = 4 ml 2 \A1;9\S75^ ; \A1;47 \A1;47 \A1;47 \A1;47 2 d10 OB 37 L=\A1;2.01\S5^ ;m 3 \A1;9\S75^ ; \A1;47 \A1;47 \A1;47 \A1;47 3 d10 OB 37 L=\A1;2.01\S5^ ;m 4 \A1;9\S75^ ; \A1;47 \A1;19\S5^ ; \A1;47 \A1;19\S5^ ; 4 d10 OB 37 L=\A1;1.46\S5^ ;m 10 12 Diametrul 1 Marca 2 3 4 5 6 7 8 9 Numarul barelor asemenea (bucati) Lungimea in metri a unei bare 5 6 8 10 OB37 11 12 13 14 15 16 Lungimi pe diametre 8 10 12 14 16 18 PC52 17 20 18 22 25 19 28 20 20 1 4.32 12 12 51.84 64.48 0.00 10 2 2.01 32 32 64.48 0.00 10 3 2.01 32 32 46.88 0.00 10 4 1.46 32 32 238 0.888 Total lungimi pe diametru Masa pe metru liniar Masa pe diametre Masa totala pe tipuri de otel Masa totala [kg] [kg] [kg] [kg]/[ml] [m] 0.154 0.222 0.395 175.84 110 108.48 0.617 3.853 0.617 0.888 1.208 1.578 1.998 2.466 2.984 128 51.84 0.395 127.83 4.834 C \LFace elevation 1 \A1;391 \A1;46 1 d20 PC 52 L=\A1;4.31\S4^ ;m 1 2d20 PC 52 L=\A1;3.91m 1 2d20 PC 52 L=\A1;3.91m 1 1 8 x \A1;10 etrieri 2 16 x \A1;10 etrieri 2 5 x \A1;20 etrieri 4 5 5 5 5 5 5 5 A A Elevatie Section A-A 5 5 \LStalpi Parter\l-[4 bucati]-Scara 1:25 \LStalpi Etaj\l 3-[4 bucati]-Scara 1:25