Bridge Concrete Design DWG Block for AutoCAD

Bridge Concrete Design DWG Block for AutoCAD

Design small bridge to risk channels – Cortes – dimensions

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

to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, esc, esc, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, to be precious, ser.lunitsval, ser.showunitsval, both, SDR, balustraded detail, esc., excavation contour, stirrups eaves:, reinforced concrete arch type structure, with prestressed crossbeams, the concrete of the different elements will have a, resistance cylindrical caracteristica the days of:, arc:, prestressed beams:, slab edge beams:, structural steel will have creep fatigue, the shoulder straps will be wires mm. with, mm. covered by, phd sheaths with cement injection, the anchors will be fixed at the top, adjustable at the bottom for adjustment, The arc infrastructure will remain., the concrete type has a characteristic resistance, mpa type concrete has a resistance, characteristic cylindrical days of mpa, approved, Bolivian consulting firm s.r.l., ecoviana, sicuani bridge, general plane, November, reviewed, ing.msc. nelson vega, designer, indicated ranges, dimensions in meters, indicated ranges, verified on site, truck type, reinforced concrete railings, common excavation with exhaust. entib., summary of quantities, superstructure, expansion joints, false play launch, notes, concrete, structural steel, drainage pipes p.v.c., item, description, item, description, neopren supports, concrete, structural steel, common excavation, infrastructure, section, unid., quantity, quantity, unid., lateral view esc., stirrups eaves:, reinforced concrete arch type structure, with prestressed crossbeams, the concrete of the different elements will have a, resistance cylindrical caracteristica the days of:, slab edge beams:, structural steel will have creep fatigue, the concrete type has a characteristic resistance, mpa type concrete has a resistance, characteristic cylindrical days of mpa, cobbled project, alacantilla bridge, bridge, may, design, indicated ranges, dimensions in meters, indicated ranges, truck type, notes, railings type s.n.c., section, new, extensions

Raw text data extracted from CAD file:

ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 1.20 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 0.50 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.125 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 3.10 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.125 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.31 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 1.50 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 0.80 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0,00000001174 deg 0.90 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0,00000001174 deg 0.15 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 0.1 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 0.1 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 4.00 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 2.00 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 0.20 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both deg 0.20 ESC 1:10 ESC 1:25 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.125 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.125 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.31 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.31 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.90 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.15 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 deg 0.03 \A1;0.150 \A1;0.125 \A1;0.310 \A1;0.125 \A1;0.150 \A1;0.310 \A1;0.100 \A1;0.100 \A1;0.150 \A1;0.030 \A1;0.050 \A1;0.120 \A1;0.080 \A1;0.899 \A1;0.150 \A1;0.125 \A1;0.125 \A1;0.310 \A1;0.200 \A1;0.310 \A1;0.030 \A1;0.900 \A1;0.150 \A1;2.000 \A1;0.200 \A1;4.000 -0.0009999999999994 -0.0009999999999994 5 5 5 5 5 5 5 -0.0009999999999994 5 5 5 5 5 DETALLE BARANDADO ESC. 1 : 10 5 5 5 5 5 5 5 5 5 5 5 CONTORNO EXCAVACION - ESTRIBOS Y ALEROS: 21.0 [MPa] 2. ESTRUCTURA TIPO ARCO ATIRANTADO DE HORMIGON ARMADO CON VIGAS TRANSVERSALES PRETENSADAS 3. EL HORMIGON DE LOS DIFERENTES ELEMENTOS TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE: - ARCO: 35.0 [MPa] - VIGAS PRETENSADAS: 35.0 [MPa] - LOSA Y VIGAS DE BORDE: 35.0 [MPa] 4. EL ACERO ESTRUCTURAL TENDRA UNA FATIGA DE FLUENCIA 5. LOS TIRANTES O PENDOLONES SERAN CABLES 12T13 mm. CON TORONES DE 13 mm. DE GRADO 270 Ksi, CUBIERTOS POR VAINAS DE PHD CON INYECCION DE CEMENTO 6. LOS ANCLAJES SERAN FIJOS 12V13 EN LA PARTE SUPERIOR Y AJUSTABLES EN LA PARTE INFERIOR PARA EL REGLAJE 7. LA INFRAESTRUCTURA DEL ARCO SE MANTENDRA Y SERA 8. EL HORMIGON TIPO A TIENE UNA RESISTENCIA CARACTERISTICA 21 MPa Y EL HORMIGON TIPO P TIENE UNA RESISTENCIA CARACTERISTICA CILINDRICA A LOS 28 DIAS DE 35 MPa _ _ _ _ _ _ _ _ _ Aprobado : EMPRESA CONSULTORA BOLIVIANA S.R.L. ECOVIANA PUENTE SICUANI PLANO GENERAL Noviembre 1996 Revisado : Ing.MSc. Nelson Vega Proyectista : Escalas Indicadas 9. DIMENSIONES EN METROS 10. ESCALAS INDICADAS DE 420.0 [MPa] VERIFICADA EN OBRA 1. CAMION TIPO MS-18 (AASHTO 93) 1 BARANDADO DE HORMIGON ARMADO EXCAVACION COMUN CON AGOT. Y ENTIB. RESUMEN DE CANTIDADES SUPERESTRUCTURA 5 JUNTAS DE DILATACION LANZAMIENTO U OBRA FALSA 6 NOTAS HORMIGON SIMPLE TIPO P ACERO ESTRUCTURAL TUBOS DE DRENAJE 4 P.V.C. 2 3 4 ITEM 1 DESCRIPCION ITEM DESCRIPCION APOYOS DE NEOPRENOS HORMIGON SIMPLE TIPO A ACERO ESTRUCTURAL EXCAVACION COMUN 5 4 3 2 1 INFRAESTRUCTURA 15.00 Ml Tramo 1.00 27600.00 Ml Ml Kg 26.00 143.00 UNID. M3 CANTIDAD 490.00 CANTIDAD UNID. M3 dm3 Kg 31882.00 400.00 M3 M3 565.00 845.00 920.00 VISTA LATERAL Esc. 1:40 2 0,2 - ESTRIBOS Y ALEROS: 21.0 [MPa] 2. ESTRUCTURA TIPO ARCO ATIRANTADO DE HORMIGON ARMADO CON VIGAS TRANSVERSALES PRETENSADAS 3. EL HORMIGON DE LOS DIFERENTES ELEMENTOS TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE: - LOSA Y VIGAS DE BORDE: 21.0 [MPa] 4. EL ACERO ESTRUCTURAL TENDRA UNA FATIGA DE FLUENCIA 6. EL HORMIGON TIPO A TIENE UNA RESISTENCIA CARACTERISTICA 21 MPa Y EL HORMIGON TIPO P TIENE UNA RESISTENCIA CARACTERISTICA CILINDRICA A LOS 28 DIAS DE 35 MPa PROYECTO EMPEDRADO PUENTE ALACANTARILLA PUENTE DE H°A° MAYO 2003 DISEÑO : Escalas Indicadas 7. DIMENSIONES EN METROS 8. ESCALAS INDICADAS DE 420.0 [MPa] 1. CAMION TIPO MS-20 (AASHTO 93) 1 NOTAS 5. Barandado tipo P-3 S.N.C. SECCION A-A' 5 \fCourier New|b1|i1|c0|p49;52 \fCourier New|b0|i1|c0|p49;\H0.05;2 d 10 56 \H0.8333x;d 20 c/20 55 \H0.8333x;d 10 c/20 53 \H0.8333x;d 12 c/20 54 \H0.8333x;d 12 c/20 5 --> 2% 3.5 0.02 3.5 0.02 0.25 NUEVOS 4+183 AMPLIACIONES 1+435, 1+978, 2+100, 2+675, 3+343 3+730

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, block, bridge, channels, concrete, cortes, Design, dimensions, DWG, formwork, reinforced concrete, schalung, small, stahlbeton