Armed With Reinforced Concrete Beams DWG Detail for AutoCAD

Armed With Reinforced Concrete Beams DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

portico, stirrups, beam floor plan, beam type, beam terrace, portico, beam type, beam terrace, p.b. beam, sheet:, scale:, date:, student:, may, ing. hugo beramendi, teacher:, reinforced concrete, draft:, reinforced concrete project ii, civil Engineering, nahir rojas l .., general of the concrete cylindrical to the concrete days will be characteristic of the steel specifies the tension coating cm, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, beam floor plan, beam type, beam terrace, stirrups, portico, beam type, beam terrace, p.b. beam, stirrups, beam floor plan, beam type, beam terrace, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups

Raw text data extracted from CAD file:

\A1;1.30 \A1;1.60 \A1;1.20 \A1;1.20 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.30 3 12 \A1;3.94 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.25 \A1;1.00 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.00 \A1;3.92 \A1;1.00 \A1;6.34 \A1;4.65 \A1;6.34 \A1;6.34 10 1 \A1;6.34 \A1;6.34 \A1;4.65 \A1;6.34 \A1;2.80 \A1;2.80 \A1;2.80 \A1;2.80 \A1;6.34 \A1;4.65 \A1;6.34 \A1;6.34 \A1;2.80 4 C D A B E PORTICO 4-A-B-C-D-E -172.8117906584351 -172.8117906584351 -172.8117906584351 -172.8117906584351 -172.8117906584351 -172.8117906584351 -172.8117906584351 -172.8117906584351 A=4.44 W=312 B=187 S=125 A=15.39 W=1082 B=649 S=433 A=7.69 W=541 B=324 S=216 A=4.44 W=312 B=187 S=125 A=7.69 W=541 B=324 S=216 A=8.88 W=624 B=375 S=250 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 PB 1er 2do 3er 4to -172.8117906584351 \A1;.30 \A1;.60 17 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;3.94 \A1;1.00 \A1;2.25 \A1;1.00 \A1;3.92 \A1;1.00 \A1;3.92 \A1;6.34 \A1;4.65 \A1;6.34 \A1;6.34 \A1;.30 \A1;.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;3.94 \A1;1.00 \A1;2.25 \A1;1.00 \A1;3.92 \A1;1.00 \A1;3.92 \A1;6.34 \A1;4.65 \A1;6.34 \A1;6.34 \A1;.30 \A1;.60 \A1;6.78 \A1;7.80 \A1;6.78 \A1;3.90 \A1;3.38 \A1;1.20 \A1;1.20 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.30 \A1;1.30 \A1;1.60 \A1;1.00 \A1;3.83 \A1;1.58 \A1;1.63 \A1;3.78 \A1;1.00 \A1;2.60 \A1;2.60 \A1;2.20 \A1;6.78 \A1;7.80 \A1;6.78 \A1;1.00 \A1;3.83 \A1;1.58 \A1;1.63 \A1;3.78 \A1;1.00 \A1;2.60 \A1;2.60 \A1;2.20 \A1;7.80 \A1;6.78 \A1;6.78 \A1;1.00 \A1;4.40 \A1;1.00 \A1;1.00 \A1;4.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;5.40 \A1;7.80 \A1;6.78 \A1;6.78 \A1;6.77 \A1;7.80 \A1;6.78 \A1;2.80 \A1;2.80 \A1;2.80 \A1;2.80 \A1;2.80 \A1;6.77 \A1;7.80 \A1;6.78 \A1;.30 \A1;.60 \A1;.30 \A1;.60 \A1;.30 \A1;.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;3.94 \A1;1.00 \A1;2.25 \A1;1.00 \A1;3.92 \A1;1.00 \A1;3.92 \A1;6.34 \A1;4.65 \A1;6.34 \A1;6.34 \A1;.30 \A1;.60 \A1;3.94 \A1;1.00 \A1;2.25 \A1;1.00 \A1;3.92 \A1;1.00 \A1;3.92 \A1;6.34 \A1;4.65 \A1;6.34 \A1;6.34 \A1;.30 \A1;.60 \A1;3.94 \A1;1.00 \A1;2.25 \A1;1.00 \A1;3.92 \A1;1.00 \A1;3.92 \A1;6.34 \A1;4.65 \A1;6.34 \A1;6.34 \A1;.30 \A1;.60 \A1;24.03 \A1;1.37 \A1;1.27 \A1;3.00 \A1;2.80 \A1;3.00 \A1;1.60 \A1;3.40 \A1;1.80 \A1;1.59 \A1;1.49 \A1;3.84 \A1;3.34 \A1;1.74 \A1;3.62 \A1;2.02 \A1;1.37 \A1;1.27 \A1;8.05 \A1;2.90 \A1;1.60 \A1;2.90 \A1;1.60 \A1;3.40 \A1;1.80 \A1;1.59 \A1;1.49 \A1;3.84 \A1;3.64 \A1;3.34 \A1;1.74 \A1;3.62 \A1;3.42 \A1;2.02 \A1;1.27 \A1;2.85 \A1;3.00 \A1;3.40 \A1;1.80 \A1;1.71 \A1;3.84 \A1;3.64 \A1;3.34 \A1;3.74 \A1;3.52 \A1;21.71 \A1;1.62 \A1;1.52 \A1;1.45 \A1;3.85 \A1;2.00 \A1;3.85 \A1;2.00 \A1;1.97 \A1;1.81 \A1;18.50 \A1;2.25 \A1;4.13 \A1;2.24 \A1;2.06 \A1;1.62 \A1;1.52 \A1;3.85 \A1;2.00 \A1;3.85 \A1;2.00 \A1;1.97 \A1;1.86 \A1;3.82 \A1;2.25 \A1;4.04 \A1;2.00 \A1;7.01 \A1;4.13 \A1;2.24 \A1;7.31 \A1;2.01 \A1;8.12 \A1;1.71 \A1;3.85 \A1;3.58 \A1;3.85 \A1;1.97 \A1;3.90 \A1;2.25 \A1;4.13 \A1;2.24 \A1;3.49 \A1;2.06 5 5 5 5 5 5 5 5 2d10 2d12 2d10 1 2 3 1 1 2 2 3 2d16 2d16 2d16 2d20 1 1 4 4 2d16 1d20 1 1 6 6 7 5 5 2d20 1 1 8 8 2d16 2d16 1 1 10 10 12 12 13 13 5 5 5 5 5 5 5 5 5 5 5 5 \W3.06178; 14 Estribos \W6.39296; Ø8c/28 5 5 5 5 A-4 B-4 C-4 D-4 E-4 VIGA PLANTA BAJA VIGA TIPO 2d20 VIGA TERRAZA 4 C D A B E PORTICO 4-A-B-C-D-E 5 5 5 5 A=4.44 W=312 B=187 S=125 A=15.39 W=1082 B=649 S=433 A=7.69 W=541 B=324 S=216 A=4.44 W=312 B=187 S=125 A=7.69 W=541 B=324 S=216 A=8.88 W=624 B=375 S=250 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=8.88 W=624 B=375 S=250 A=15.39 W=1082 B=649 S=433 A=15.75 W=1107 B=664 S=433 A=8.88 W=624 B=375 S=250 PB 1er 2do 3er 4to VIGA TIPO VIGA TERRAZA VIGA P.B. LAMINA: DE ESCALA: FECHA: ALUMNO: Mayo 2015 ING. HUGO BERAMENDI DOCENTE: HORMIGON ARMADO I PROYECTO: PROYECTO DE HORMIGON ARMADO II INGENIERIA CIVIL NAHIR ROJAS L.. \LNOTAS GENERALES \lCARACTERÍSTICAS DEL HORMIGÓN : *RESISTENCIA CILINDRICA AL HORMIGÓN A LOS 28 DÍAS SERA Fc=250Kg/Cm2 CARACTERÍSTICAS DEL ACERO *RESISTENCIA ESPECIFICA A LA TENSIÓN FY=4200Kg/cm2 RECUBRIMIENTO *VIGA=2 cm 5 5 \W1.26863; 5 Estribos \W3.48641; Ø8c/20 3 4 5 6 7 8 9 9 9 11 10 11 11 12 13 2d16 14 1d10 15 2d16 16 1d16 17 12 12 14 14 15 12 12 16 16 17 18 19 20 21 23 24 2d10 2d12 2d12 1 2 4 1 1 2 2 3 2d10 2d12 2d10 2d16 1 1 5 5 2d12 2d16 1 1 8 8 6 6 2d20 1 1 2d16 2d16 1 1 13 13 15 15 16 16 5 5 5 5 5 5 5 5 5 5 5 5 \W3.06178; 14 Estribos \W6.39296; Ø8c/28 5 5 5 5 A-4 B-4 C-4 D-4 E-4 2d20 5 5 \W1.26863; 5 Estribos Ø8c/19 3 5 6 8 9 13 14 14 14 15 16 2d16 18 1d10 19 2d12 16 2d16 17 18 18 19 16 16 18 18 19 20 21 23 24 1d10 3 4 1d16 7 7 1d10 10 9 9 10 11 12 11 11 12 12 3d10 17 17 17 17 15 15 15 15 1d10 18 17 17 2d10 1d10 1 2 1 1 2 2 2d10 2d10 2d16 1 1 3 3 2d16 1 1 4 4 2d10 1 1 5 5 1d16 1 1 5 5 5 5 5 5 5 5 5 5 5 5 \W3.06178; 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Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	adobe, armed, autocad, bausystem, beams, concrete, construction, construction system, covintec, cuts, DETAIL, details, DWG, earth lightened, erde beleuchtet, losacero, plywood, reinforced, reinforced concrete, sizing, specification, sperrholz, stahlrahmen, steel framing, système de construction, terre s