Girder Plan DWG Plan for AutoCAD

Girder Plan DWG Plan for AutoCAD

girder plan

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

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, section, in front, section, etrieri: ob, verifier, name, signature, requirement, reinforced concrete construction project, group, plan the beam beam over the ground floor and the floors, technical university ‘gh.asachi’ iasi building faculty, specification, name, signature, project manager, designed, drawn, student name, scale, date, elements, beam, concrete class, cement, aggregate, works., fittings, cojocaru mihai

Raw text data extracted from CAD file:

\A1;\A1;6 \A1;\A1;21 \A1;\A1;91 \A1;15 x \A1;10 \A1;4 x \A1;20 \A1;15 x \A1;10 \A1;15 x \A1;10 \A1;4 x \A1;20 \A1;15 x \A1;10 \A1;15 x \A1;10 \A1;4 x \A1;20 \A1;15 x \A1;10 \A1;1.00 \A1;12 \A1;88 \A1;30 \A1;1.00 \A1;12 \A1;88 \A1;30 \A1;1.00 \A1;12 \A1;88 \A1;30 \A1;1.00 \A1;12 \A1;88 \A1;30 \A1;5 x \A1;30 \A1;2 x \A1;40 \A1;5 x \A1;30 \A1;5 x \A1;30 \A1;\A1;40 \A1;5 x \A1;30 \A1;5 x \A1;30 \A1;\A1;40 \A1;5 x \A1;30 \A1;55 \A1;3.80 \A1;55 \A1;3.80 \A1;55 \A1;3.80 \A1;55 \A1;66.5 \A1;55 \A1;43 \A1;\A1;6 \A1;\A1;91 \A1;\A1;21 \A1;\A1;91 \A1;\A1;21 \A1;\A1;6 \A1;\A1;21 \A1;\A1;91 13 d18 PC 52 L=\A1;10.28\S5^ ;m \A1;60 \A1;914\S8^ ; 13 d18 PC 52 L=\A1;10.28\S5^ ;m 14 d18 PC 52 L=\A1;5.93\S5^ ;m \A1;60 \A1;479\S8^ ; 14 d18 PC 52 L=\A1;5.93\S5^ ;m 9 d18 PC 52 L=\A1;7.76\S7^ ;m \A1;60 \A1;719\S9^ ; 9 d18 PC 52 L=\A1;7.76\S7^ ;m 9 d18 PC 52 L=\A1;7.76\S7^ ;m \A1;719\S9^ ; \A1;60 9 d18 PC 52 L=\A1;7.76\S7^ ;m 15 d18 PC 52 L=\A1;2.27\S6^ ;m \A1;60 \A1;170\S8^ ; 15 d18 PC 52 L=\A1;2.27\S6^ ;m \A1;298 5 2d18 PC 52 L=\A1;2.98m 15 d18 PC 52 L=\A1;2.27\S6^ ;m \A1;170\S8^ ; \A1;60 15 d18 PC 52 L=\A1;2.27\S6^ ;m 21 d6 OB 37 L=\A1;2.32\S1^ ;m \A1;6 \A1;21 \A1;91 21 d6 OB 37 L=\A1;2.32\S1^ ;m 15 x \A1;10 4 x \A1;20 15 x \A1;10 d6 OB 37 L=\A1;2.32\S1^ ;m 21 21 d6 OB 37 L=\A1;2.32\S1^ ;m \A1;5\S85^ ; \A1;21 \A1;91 21 d6 OB 37 L=\A1;2.32\S1^ ;m 15 x \A1;10 4 x \A1;20 15 x \A1;10 d6 OB 37 L=\A1;2.32\S1^ ;m 21 15 x \A1;10 4 x \A1;20 15 x \A1;10 d6 OB 37 L=\A1;2.44\S1^ ;m 1 15 d18 PC 52 L=2.27648008m 9 d18 PC 52 L=7.76748008m 13 d18 PC 52 L=10.28496038m 5 5 5 5 5 5 5 9 d18 PC 52 L=\A1;7.76\S7^ ;m 13 d18 PC 52 L=10.28496038m 5 9 d18 PC 52 L=\A1;7.76\S7^ ;m 21 d6 OB 37 L=\A1;2.32\S1^ ;m 13 d18 PC 52 L=10.28496038m 5 5 5 5 13 d18 PC 52 L=10.28496038m 21 d6 OB 37 L=\A1;2.32\S1^ ;m 9 d18 PC 52 L=\A1;7.76\S7^ ;m 5 5 5 5 3 2d8 OB 37 L=\A1;9.19m \A1;919\S03^ ; 3 2d8 OB 37 L=\A1;9.19m 4 2d8 OB 37 L=\A1;4.83\S1^ ;m \A1;483\S11^ ; 4 2d8 OB 37 L=\A1;4.83\S1^ ;m 6 d6 OB 37 L=\A1;0.31\S4^ ;m \A1;4\S18^ ; \A1;21 \A1;5 6 d6 OB 37 L=\A1;0.31\S4^ ;m 5 x \A1;30 2 x \A1;40 5 x \A1;30 d6 OB 37 L=\A1;0.31\S4^ ;m 6 5 x \A1;30 \A1;40 5 x \A1;30 d6 OB 37 L=\A1;0.34\S4^ ;m 10 6 d6 OB 37 L=\A1;0.31\S4^ ;m \A1;4\S18^ ; \A1;21 \A1;5 6 d6 OB 37 L=\A1;0.31\S4^ ;m 5 x \A1;30 \A1;40 5 x \A1;30 d6 OB 37 L=\A1;0.31\S4^ ;m 6 5 5 5 5 5 5 5 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 85.43 6 1 2.44 35 35 18.38 8 3 9.19 2 2 9.66 8 4 4.83 2 2 18 5 2.98 2 2 5.96 7.84 6 6 0.31 25 25 18 9 7.77 4 4 31.07 4.12 6 10 0.34 12 12 18 13 10.28 3 3 30.85 18 14 5.93 3 3 17.80 18 15 2.28 4 4 9.11 162.47 6 21 2.32 70 70 260 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 0.395 259.86 28.04 70 57.70 11.08 0.617 3.853 0.617 0.888 1.208 1.578 1.998 2.466 2.984 94.79 189.40 190 0.395 4.834 5 2d18 PC 52 L=\A1;2.98m 12 2d18 PC 52 L=\A1;2.97\S8^ ;m \A1;297\S84^ ; 12 2d18 PC 52 L=\A1;2.97\S8^ ;m 6 d6 OB 37 L=\A1;0.31\S4^ ;m 3 2d8 OB 37 L=\A1;9.19m 3 2d8 OB 37 L=\A1;9.19m 2 D C B A A A B B C C D D E E F F G G H H I I 2 2 2 G 2 (Etaj 2 (+7.95m),Etaj 1,Parter) \L1 bucata(ti) Secþiune A-A(Scara 1:50) \LElevaþie din faþã 1 Secþiune B-B(Scara 1:50) Secþiune C-C(Scara 1:50) Secþiune D-D(Scara 1:50) 5 5 5 \A1;6 \A1;91 \A1;21 \A1;91 \A1;21 21 Etrieri: d6 OB 37 L=\A1;2.32\S1^ ;m \A1;6 \A1;21 \A1;91 21 d6 OB 37 L=\A1;2.32\S1^ ;m Verificator Numele Semnatura Cerinta PROIECT CONSTRUCTII DIN BETON ARMAT Grupa PT+DE R01 PLAN ARMARE GRINDA PESTE PARTER SI ETAJELE 1-2 Universitatea Tehnica 'Gh.Asachi' Iasi Facultatea de Constructii Specificatie Numele Semnatura Sef proiect Proiectat Desenat Nume Student Nume Student Scara 1:50 Data Element Grinda Clasa beton Ciment Agregat C20/25 Lucr. IA32.5 Armaturi 0...16 T3 PC52,OB37 Cojocaru Mihai Cojocaru Mihai

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, barn, cover, dach, DWG, girder, hangar, lagerschuppen, plan, roof, shed, structure, terrasse, toit