Reinforcement Plan For A Reinforced Concrete Beam DWG Plan for AutoCAD

Reinforcement Plan For A Reinforced Concrete Beam DWG Plan for AutoCAD

This is a main beam from a reinforced concrete frame structure.The necessary reinforcing bars are presented an drawn.All the reinforcing bars were calculated 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, gp ground floor reinforcement, agrafa pc, agrafa ob, agrafa ob, diameter, mark, number of bars, long. in m.per bare, lengths on diameters, total lengths per diameter, mass per linear meter, mass on diameters, total mass per steel, total weight, total bars, reinforcement extraction, length, steel, bar detail, no. by elem., total weight., weight, totally long., no. of bars, total weight, total ob ob, total mass pc, the section, the section

Raw text data extracted from CAD file:

Proiect nr. 01 Specificatie NUME SEMNATURA Scara Titlu proiect Faza Sef Proiect 1:50,1:25 Cladire Birouri Proiectat Razvan Melecciu Data Titlu plansa Plansa Desenat Razvan Melecciu 10.12.2011 Armare GP Parter nr.02 \A1;12 x \A1;10 \A1;12 x \A1;10 \A1;11 x \A1;20 \A1;12 x \A1;10 \A1;12 x \A1;10 \A1;11 x \A1;20 \A1;12 x \A1;10 \A1;11 x \A1;20 \A1;12 x \A1;10 \A1;55 \A1;4.90 \A1;55 \A1;4.90 \A1;55 \A1;4.90 \A1;55 \A1;5.45 \A1;5.45 \A1;5.45 \A1;27.5 \A1;27.5 \A1;16.90 \A1;1.58 \A1;1.60 \A1;1.58 \A1;1.58 \A1;1.60 \A1;1.58 \A1;74.8 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;12 \A1;30 \A1;85 \A1;85 \A1;12 \A1;30 \A1;12 \A1;85 \A1;30 1 2d25 PC 52 L=\A1;2.95\S9^ ;m \A1;211 \A1;76 \A1;21 1 2d25 PC 52 L=\A1;2.95\S9^ ;m 1 2d25 PC 52 L=\A1;2.95\S9^ ;m 2 2d20 PC 52 L=\A1;3.71m \A1;371 2 2d20 PC 52 L=\A1;3.71m \A1;371 2 2d20 PC 52 L=\A1;3.71m 6 etr.d8 OB 37 L=\A1;2.08\S8^ ;m \A1;7\S8^ ; \A1;22 \A1;77 \A1;22 \A1;77 6 d8 OB 37 L=\A1;2.08\S8^ ;m 7 etr.d6 OB 37 L=\A1;2.06\S1^ ;\H1.6667x;m \A1;5\S85^ ; \A1;22 \A1;77 \A1;22 \A1;77 7 d6 OB 37 L=\A1;2.06\S1^ ;m 7 etr.d6 OB 37 L=\A1;2.06\S1^ ;m \A1;5\S85^ ; \A1;22 \A1;77 \A1;22 \A1;77 7 d6 OB 37 L=\A1;2.06\S1^ ;m 3 2d25 PC 52 L=\A1;9.61\S3^ ;m \A1;878\S5^ ; \A1;76 \A1;21 3 2d25 PC 52 L=\A1;9.61\S3^ ;m 4 d25 PC 52 L=\A1;8.06\S5^ ;m \A1;46 \A1;76 \A1;591 \A1;76 \A1;46 4 3d25 PC 52 L=\A1;8.06\S5^ ;m 5 d20 PC 52 L=\A1;8.12\S4^ ;m \A1;46 \A1;76 \A1;591 \A1;76 \A1;46 5 3d20 PC 52 L=\A1;8.12\S4^ ;m \A1;46 \A1;76 \A1;591 \A1;76 \A1;46 4 3d25 PC 52 L=\A1;8.06\S5^ ;m \A1;211 \A1;76 \A1;21 12 x \A1;10 d8 OB 37 L=\A1;2.08\S8^ ;m 6 12 x \A1;10 d6 OB 37 L=\A1;2.06\S1^ ;m 7 11 x \A1;20 d6 OB 37 L=\A1;2.06\S1^ ;m 7 12 x \A1;10 d6 OB 37 L=\A1;2.06\S1^ ;m 7 12 x \A1;10 d6 OB 37 L=\A1;2.06\S1^ ;m 7 11 x \A1;20 d6 OB 37 L=\A1;2.06\S1^ ;m 7 12 x \A1;10 d6 OB 37 L=\A1;2.06\S1^ ;m 7 11 x \A1;20 d6 OB 37 L=\A1;2.06\S1^ ;m 7 12 x \A1;10 d8 OB 37 L=\A1;2.08\S8^ ;m 6 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 4 d25 PC 52 L=\A1;8.06\S5^ ;m 4 3 1 4 3 4 3 2 5 5 5 5 5 5 5 5 5 8 \A1;36 \A1;588\S5^ ; 8 2d8 OB 37 L=\A1;6.57\S7^ ;m 8 2d8 OB 37 L=\A1;6.58\S2^ ;m \A1;36 \A1;589 8 2d8 OB 37 L=\A1;6.58\S2^ ;m 8 d8 OB 37 L=\A1;6.57\S7^ ;m \A1;36 \A1;588\S5^ ; 8 2d8 OB 37 L=\A1;6.57\S7^ ;m 2 2d20 PC 52 L=\A1;3.71m 1 2d25 PC 52 L=\A1;2.95\S9^ ;m 8 8 8 9 \A1;5\S85^ ; \A1;24 9 Agrafa d6 PC 52 L=\A1;0.36\S9^ ;m 9 \A1;5\S85^ ; \A1;24 9 Agrafa d6 OB 37 L=\A1;0.36\S9^ ;m 9 \A1;5\S85^ ; \A1;24 9 Agrafa d6 OB 37 L=\A1;0.36\S9^ ;m 10 12 Diametrul 1 Marca 2 3 4 5 6 7 8 9 Numarul barelor asemenea (bucati) Lung. in m.per 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 25 1 2.96 4 4 11.84 20 2 3.71 4 4 14.84 25 3 9.61 4 4 38.45 25 4 8.07 6 6 48.39 20 5 8.12 3 3 24.37 54.29 0.00 8 6 2.09 26 26 181.36 6 7 2.06 88 88 39.47 0.00 8 8 6.58 6 6 0.00 6 9 0.37 57 57 565 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 0.395 181.36 93.76 80 40.26 37.03 0.617 3.853 98.68 380.22 0.617 0.888 1.208 1.578 1.998 2.466 2.984 485 39.21 0.395 96.7 4.834 Total bare EXTRAS DE ARMARE Lungime (m) d Otel Detaliu de bara Nr. de elem. Total Greut. (kg) Greutate (kg) Total Lung. (m) N° Nr. de bare 4 1 45.61 \A1;211 \A1;76 \A1;21 11.84 11.40 2.96 25 4 PC 52 1 4 1 36.60 \A1;371 14.84 9.15 3.71 20 4 PC 52 2 4 1 148.15 \A1;878\S5^ ; \A1;76 \A1;21 38.45 37.04 9.61 25 4 PC 52 3 6 1 186.46 \A1;46 \A1;76 \A1;591 \A1;76 \A1;46 48.39 31.08 8.07 25 6 PC 52 4 3 1 60.10 \A1;46 \A1;76 \A1;591 \A1;76 \A1;46 24.37 20.03 8.12 20 3 PC 52 5 26 1 21.44 \A1;7\S8^ ; \A1;22 \A1;77 \A1;22 \A1;77 54.29 0.82 2.09 8 26 OB 37 6 88 1 40.26 \A1;5\S85^ ; \A1;22 \A1;77 \A1;22 \A1;77 181.36 0.46 2.06 6 88 OB 37 7 6 1 15.59 \A1;36 \A1;588\S5^ ; 39.47 2.60 6.58 8 6 OB 37 8 57 1 4.67 \A1;5\S85^ ; \A1;24 21.03 0.08 0.37 6 57 PC 52 9 485 Masa Totala (kg) 0 560 80 Masa Totala (kg) OB 37 Masa Totala (kg) PC 52 Masa Totala (kg) PC 60 A B C D 1 1 2 2 3 3 3 3 2 2 3 3 3 3 2 2 1 1 \LG 02 30x85 \L6 piece(s) \LL = 16.35 ml Sectiunea 1-1 \LElevatie Sectiunea 2-2 Sectiunea 3-3 \A1;878\S5^ ; \A1;76 \A1;21 3 2d25 PC 52 L=\A1;9.61\S3^ ;m

Language	N/A
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bars, beam, béton armé, concrete, DWG, formwork, frame, main, plan, presented, reinforced, reinforced concrete, reinforcement, reinforcing, schalung, stahlbeton, structure