Prestressed Girder Plan DWG Plan for AutoCAD

Prestressed girder plan

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

cross section, superalloy or supertitled steel can also use welding in the bioxide medium, Note: All welds will have the thickness of the thickness of the bars to be welded. concrete coverage is cm. the dimensions of the bars are given on the outside., cross section, section molding, cross section, precompressed top view, active armature tbp, passive fittings, the university iasi faculty of construction, reinforced concrete construction project, date, specification, drawn, name, signature, requirement, designed, scale, name, signature, verifier, project manager, prefabricated beams and reinforcement, cojocaru mihai, materials, concrete class, cement, aggregate, works., fittings, elements, precompressed beams, TBP, cross section, superalloy or supertitled steel can also use welding in the bioxide medium, Note: All welds will have the thickness of the thickness of the bars to be welded. concrete coverage is cm. the dimensions of the bars are given on the outside., cross section, section molding, cross section, TBP, cojocaru mihai

Raw text data extracted from CAD file:

a \A1;4 \A1;5 \A1;5 \A1;35 \A1;35 \A1;75 \A1;5 \A1;180 \A1;101×0.20 \A1;35 \A1;35 \A1;75 \A1;5 \A1;180 \A1;7×0.05 \A1;2x15x0.05 \A1;5 \A1;2x18x0.10 \A1;75 \A1;5 \A1;180 \A1;2x7x0.05 \A1;195×0.10 \A1;7×0.05 \A1;2x98x0.2 \A1;2x75x0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 95 5 5 47 48 15 15 5 5 25 25 34 34 7 7 37 5 4 4 28 12 17 17 4 4 d30mm d30mm d50mm 7 7 10 10 25 25 3 44 3 3 d8/20cm L=0,70m OB37 6 7d8/5cm L=0,60m OB37 10 7d8/5cm L=0,75m OB37 9 7d8/5cm L=0,75m OB37 8 7d8/5cm L=1,30m PC52 7 d8/20cm L=1,05m PC52 3 d8/20cm L=1,35m PC52 4 14 5 1 5 2 6 7 9 8 10 4 3 P1 6d8 PC52 12 8d10 PC52 13 10d8 PC52 15 5d14 PC52 5 5 5 5 5 5 5 5 SECTIUNE TRANSVERSALA A-A \A1;1/10 18 18 99 99 15 15 2d28 L=2,95m OB37 1 \A1;32 12 6 7 d8/5/20 L=0,25m OB37 5 \LMATERIALE: \W6.15385; OTEL OL 37 \W6.15385; ELECTROZI SUPERBAZICI SAU SUPERTIT (SE POATE FOLOSI SI \W6.15385; SUDURA IN MEDIU DE BIOXID DE CARBON) NOTA: – Toate sudurile vor avea grosimea de 0,4 din grosimea barelor care se vor suda. – Acoperirea cu beton este 1,5 cm. – Dimensiunile barele sunt date la partea exterioara a acestora. 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 350x105x15 7 14 sudura)( 5 5 SECTIUNE TRANSVERSALA B-B 16 5 2 6 11 4 3 6d8 PC52 12 8d10 PC52 13 4d10 PC52 12d8 PC52 17 5 5 5 5 5 \A1;1/10 34 34 10 10 41 8 8 d8/10cm L=1,45m PC52 11 5 5 5 15 15 100 100 30 5 2d8/5/10/20cm L=1,50m PC52 2 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 SECTIUNE COFRAJ \A1;1/10 5 SECTIUNE TRANSVERSALA 1-1 \A1;1/10 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;40 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;3° \A1;80 \A1;200 \A1;20 \A1;20 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;105 \A1;350 \A1;25 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;10 \A1;70 \A1;25 \A1;25 \A1;15 \A1;15 \A1;80 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;450 \A1;10 \A1;10 \A1;120 \A1;215 \A1;395 \A1;100 \A1;15 \A1;85 \A1;R200 \A1;R100 \A1;310 \A1;100 \A1;160 \A1;410 \A1;980 \A1;930 \A1;85 \A1;725 \A1;120 \A1;470 \A1;15 \A1;15 \A1;15 \A1;15 \A1;660 \A1;3° \A1;200 \A1;500 \A1;50 \A1;50 \A1;38 \A1;38 \A1;38 \A1;38 \A1;38 \A1;264 \A1;875 \A1;63 \A1;125 \A1;125 \A1;125 \A1;125 \A1;125 \A1;125 \A1;25 \A1;176 \A1;62 \A1;63 \A1;38 \A1;37 \A1;200 \A1;38 \A1;38 \A1;38 \A1;38 \A1;38 \A1;38 \A1;37 \A1;232.5 \A1;GRINDA PRECOMPRIMATA VEDERE DE SUS 1/25 1 1 5 5 5 1 A A 5 5 5 5 5 P1 1 <>x0.20 5 5 5 5 5 P1 1 <>x0.05 7 9 8 10 2x<>x0.05 5 2x<>x0.10 5 5 5 2 2 3 4 16 17 14 5d14; L=2,00m PC52 15 10d8; L=4,00m PC52 2x<>x0.05 5 13 12 <>x0.10 <>x0.05 11 6 2x<>x0.2 5 B B 2x<>x0.20 2 A A \A1;ELEVATIE ARMATURA ACTIVA 32 TBP 12 \W6.45238; \A1;1/25 \A1;ELEVATIE ARMATURA PASIVA \W8.26190; \A1;1/25 Universitatea Tehnica”Gh. Asachi” Iasi Facultatea de Constructii PROIECT CONSTRUCTII DIN BETON ARMAT data Specificatie Desenat Numele Semnatura Cerinta Proiectat Scara Numele Semnatura Verificator Sef proiect \W0.8;\T0.8;Grupa 1:25 COFRARE SI ARMARE GRINZI PRECOMPRIMATE Cojocaru Mihai \W0.8;\T0.8;PT+DE \W0.8;\T0.8;R06 MATERIALE Clasa beton C35/40 Ciment IA32,5 Agregat Lucr. 0…16 T3 Armaturi Element Grinzi precomprimate TBP OB37 PC52 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 95 5 5 47 48 15 15 5 5 25 25 34 34 7 7 37 5 4 4 28 12 17 17 4 4 d30mm d30mm d50mm 7 7 10 10 25 25 3 44 3 3 d8/20cm L=0,70m OB37 6 7d8/5cm L=0,60m OB37 10 7d8/5cm L=0,75m OB37 9 7d8/5cm L=0,75m OB37 8 7d8/5cm L=1,30m PC52 7 d8/20cm L=1.15m PC52 3 d8/20cm L=1,25m PC52 4 14 5 1 5 2 6 7 9 8 10 4 3 P1 6d8 PC52 12 8d10 PC52 13 10d8 PC52 15 5d14 PC52 5 5 5 5 5 5 5 5 SECTIUNE TRANSVERSALA A-A \A1;1/10 18 18 99 99 15 15 2d28 L=2,95m OB37 1 \A1;32 12 6 7 d8/5/20 L=0,25m OB37 5 \LMATERIALE: \W6.15385; OTEL OL 37 \W6.15385; ELECTROZI SUPERBAZICI SAU SUPERTIT (SE POATE FOLOSI SI \W6.15385; SUDURA IN MEDIU DE BIOXID DE CARBON) NOTA: – Toate sudurile vor avea grosimea de 0,4 din grosimea barelor care se vor suda. – Acoperirea cu beton este 1,5 cm. – Dimensiunile barele sunt date la partea exterioara a acestora. 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 350x105x15 7 14 sudura)( 5 5 SECTIUNE TRANSVERSALA B-B 16 5 2 6 11 4 3 6d8 PC52 12 8d10 PC52 13 4d10 PC52 12d8 PC52 17 5 5 5 5 5 \A1;1/10 34 34 10 10 41 8 8 d8/10cm L=1,45m PC52 11 5 5 5 15 15 200 200 30 5 2d8/5/10/20cm L=2,50m PC52 2 SECTIUNE COFRAJ \A1;1/10 SECTIUNE TRANSVERSALA 1-1 \A1;1/10 5 \A1;1.21m 28,85m \A1;131 \A1;28,85 m \A1;20 TBP 12 L=28.85m \A1;28.85 m \A1;23,65 m \A1;12d8; L=28,85m; PC52 \A1;4d10; L=24,9m; PC52 \A1;6d8; L=28,85m; PC52 \A1;8d10; L=28.85m; PC52 \A1;1.13m \A1;46.5 \A1;20 \A1;100 \A1;36.5 \A1;1480 \A1;230 \A1;150 \A1;190 \A1;38 \A1;100 \A1;R100 \A1;R200 \A1;560 \A1;25 \A1;25 \A1;510 \A1;37 \A1;38 \A1;37 \A1;38 \A1;300 \A1;1813 \A1;213 \A1;2325 \A1;1990 \A1;60 \A1;60 \A1;40 \A1;60 \A1;70 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;70 Cojocaru Mihai