Prestressed Concrete I Beam DWG Section for AutoCAD

Details for an I section prestressed concrete beam.

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

extraction of reinforcement, mark, no. bars like., the length of a bar, lengths on diameters, total lengths on diameters, meal per meter, mass on diameters, total piece, total pieces, Notes: Exposure Class Class: dmax aggregate: mm max: lc minimum cement dosage: cement type: the cementitious layer of the reinforcing reinforcement concrete is cm., according to the norms in the building, falls into: the wind zone: the area with the characteristic value of the wind speed reference snow zone: the characteristic value of the snow load seismic area: the top ground acceleration for the design, section sc., variable, variable, detail, planing and reinforcement planing main beam sc., for lifting, ETR., TBP, TBP, We support the area, clipboard area, section sc., detail sc., detail elevation piece dimensions in mm sc., detail sc., detail dorn to sc., concrete structures, drawn, verified, name, signed., scale, date, no. pl., planing and main beam reinforcement, until

Raw text data extracted from CAD file:

\A1;100 \A1;24 \A1;117-140 \A1;60 \A1;20 \A1;25 \A1;70 \A1;30 \A1;115-117 \A1;117-140 \A1;60 \A1;20 \A1;3.5 \A1;91.5-93.5 \A1;30 \A1;115-117 \A1;4 \A1;5 \A1;5 \A1;5 \A1;6 \A1;6 \A1;6 \A1;6 \A1;6 \A1;6 \A1;4 \A1;5 \A1;5 \A1;5 \A1;6 \A1;6 \A1;6 \A1;6 \A1;6 \A1;6 \A1;14 \A1;26 \A1;74 \A1;15 \A1;20.20 \A1;16 \A1;11.70 \A1;2.95 \A1;5.60 \A1;11.70 \A1;14 \A1;40 \A1;40 \A1;35 \A1;14 \A1;46 \A1;115 \A1;d25mm \A1;60 \A1;60 \A1;23.40 \A1;100 \A1;60 \A1;60 \A1;20 \A1;25-0 \A1;45.4 \A1;25 \A1;30 \A1;60 \A1;20 \A1;5.6 \A1;70-80.4 \A1;9 \A1;25 \A1;21 \A1;30 \A1;24 \A1;15 \A1;9 \A1;57.5 \A1;22.5 \A1;35 \A1;60 \A1;5 \A1;35 \A1;11 \A1;120 \A1;14 \A1;20° \A1;100 \A1;60 \A1;10 \A1;40 \A1;15 \A1;30 \A1;15 \A1;25 \A1;40 \A1;30 EXTRAS DE ARMATURA Marca d Nr. bare asem. Lungimea unei bare [m] Lungimi pe diametre [m] S 500 d6 d8 d10 d14 1 6 1 460.00 460.00 2 8 120 4.16 499.20 3 8 134 1.18 158.12 4 8 14 3.65 51.10 5 6 14 35 490.00 6 6 228 0.15 34.20 7 14 8 1.25 10.00 8 8 12 1.30 15.60 9 14 2 0.65 1.30 10 10 4 1.00 4.00 TOTAL LUNGIMI PE DIAMETRE [m] 984.20 724.02 4.00 11.30 MASA PE METRU [kg] 0.222 0.395 0.617 1.210 MASA PE DIAMETRE [kg] 218.49 285.99 2.47 13.67 TOTAL o bucata [kg] 520.62 TOTAL 26 bucati [kg] 13536.15 \A1;8 \A1;Variabil 110-136 \A1;32 \A1;33 \A1;26 \A1;22 \A1;24 \A1;41 \A1;16 \A1;33 \A1;variabil 102-114 \A1;26 \A1;2.95 \A1;50 \A1;5.60 \A1;5.60 \A1;50 \A1;5.60 \A1;140 \A1;46 \A1;d25mm \A1;60 \A1;21.00 \A1;60 \A1;60 NOTE: Clasa de expunere : XC1 Clasa de tasare: S1 dmax agregat: 16 mm A/C max: 0.60 LC 50/55 BST500S Dozaj minim ciment: 240kg/mc Tip ciment: CEM II A-S 32.5R Stratul de acoperire cu beton al armaturilor de rezistenta este de 2 cm. Conform normativelor in vigoare, cladirea se incadreaza in: – zona de vant: zona cu valoarea caracteristica a vitezeii de referinta a vantului 35m/s; – zona de zapada: valoarea caracteritica a incarcarii din zapada 2.5 kN/mp; – zona seismica: acceleratia de varf a terenului pentru proiectare ag=0.20g 1 1 2 2 SECTIUNEA 1-1 sc. 1:20 SECTIUNEA 2-2 sc. 1:20 5 Variabil 110-136 5 5 5 5 5 5 5 5 5 variabil 102-114 5 DETALIU A DETALIU B PLAN COFRAJ SI ARMARE GRINDA PRINCIPALA sc. 1:50 5 5 5.60 5.60 5 5 5 5.60 5.60 5 5 5 5 d25mm 5 5 5 5 5 5 d25mm 5 5 5 5 5 5 \A1;Piesa de ridicare \A1;Piesa de ridicare 5 5 5 5 6 Etr. d6/15 6 Etr.d6/20 6 Etr.d6/20 \A1;1 4d6 \A1;1 4d6 \A1;1 2d6 \A1;1 2d6 \A1;1 4d6 \A1;1 4d6 \A1;16 TBP 12.9 5 5 25-0 5 5 5 5 \A1;2 Etr.d8/10(20) S500 L=3.90m – 4.42m \A1;3 Etr.d8/10(20) S500 L=1.18m \A1;1 4d6 \A1;1 4d6 \A1;1 2d6 \A1;1 4d6 \A1;1 4d6 \A1;16 TBP 12.9 \A1;4 Etr.d8/10 S500 L=3.53m – 3.77m 117-140 5 5 25 70 5 115-117 \A1;5 Agrafe d6, S500 L=0.35m, zona reazem \A1;6 Agrafe d6, S500 L=0.15m, zona camp SECTIUNEA 1-1 sc. 1:20 SECTIUNEA 2-2 sc. 1:20 5 5 5 70-80.4 5 5 5 5 117-140 5 5 5 91.5-93.5 5 115-117 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 \A1;7 4d14, S500 L=1.25 5 5 DETALIU A sc. 1:20 DETALIU PIESA DE RIDICARE cote in mm sc. 1:10 35 26 11 5 14 5 5 5 5 5 40 DETALIU B sc. 1:10 8 Etr.d6/8 \A1;8 6\A1;\U+2205\A1;8, S500 \A1;L=1.30m \A1;9 \A1;\U+2205\A1;14, S500 \A1;L=0.65m \A1;10 2\A1;\U+2205\A1;10, S500 \A1;L=1.00m DETALIU DORN PANA sc. 1:20 5 5 5 5 5 \A1;Dorn d22mm 5 5 \A1;11 \A1;\U+2205\A1;22, S500 \A1;L=1.10m STRUCTURI DIN BETON Desenat Verificat Nume Semnat. Scara 1:50 Data 2012 Nr. pl. 7 PLAN COFRAJ SI ARMARE GRINDA PRINCIPALA \W0.47895; 1:20,1:10 5 \A1;Dorn pana