Bridges Type Slab Beam DWG Detail for AutoCAD

Bridges Type Slab Beam DWG Detail for AutoCAD

Details of bridge type slab beam

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

DC. San Juan, Pomacanchis, San juan road chuñupampa, location:, district:, flat:, draft:, Cusco, I accomodate, Esc:, province:, Apartment, Ako, Zonal cusco, Ponton type, minimum, scale, date, drawing, Bridge beam type design, Stirrups geometry, draft, flat:, faculty:, course:, teacher:, civil Engineering, Bridges, Ing. Mario tito cuellar, draft:, Indicated, Flea, sheet:, U.n.c.p, scale, date, drawing, Bridge beam type design, Stirrups geometry, draft, flat:, faculty:, course:, teacher:, civil Engineering, Bridges, Ing. Mario tito cuellar, draft:, Indicated, Flea, sheet:, U.n.c.p, Elevation cross-section of river, At the bridge site, Esc, scale, date, drawing, Bridge beam type design, Stirrup geometry, draft, flat:, faculty:, course:, teacher:, civil Engineering, Bridges, Ing. Mario tito cuellar, draft:, Indicated, Flea, sheet:, U.n.c.p, Plant detail armed with slab sidewalk, Esc, Technical specifications, Left stirrup:, Right stirrup:, Admissible capacity qa, Cyclopean concrete f.c., Left stirrup:, Metal support devices, Bridge board slab, Main beams diaphragm beams, Metal plates, Metal rollers cm, Anchor rebar, Fy, Concrete f’c, Fy reinforcing rods, Free coatings cm, Overlaps indicated for each case, Concrete f’c, Reinforcing rods f and kg, Free coatings cm, Overlaps indicated for each case, Length of development incada for each case, Main beam, Diaphragm beam, Support detail in stirrups, Metal roller cm., Cm. of length, Metal plates, Anchored cones, Esc:, Detail of metal supports, Connections, Welded, Channel, Slotted to, Fixing the, Metal dillo, Rollers, Metalic, Cm., Cm. from, length, Main beam, stirrup, Mm., stirrup, Connections, Welded, Mm., Main beam, Mm., Mm., Main beam, Corrugated bars, Anchorage, Metal plates, Esc:, Fixed supports, Main beam detail, Iron, Slab detail, Diaphragm beam detail, Etribos, Main beam, Iron, Metal rail galv tube., Iron, Metal rail galv tube., Main beam, Standard hooks, Detail of extreme hooks in beam, cut, Minimum splicing in, Minimal coatings, Maximum aggregate size, Overlapping detail, for, Long, minimum, cut, Fy, slab, Fc, Fy, Fc, Vadm., stirrup, Technical specifications, Beam support, Neoprene iron, cut, Etribos, Etribos, Track shaft, Main beam, plant, Metal rail galv tube., Upper bed, Bottom bed, Of filling, Of filling, Background level, Water level, level of, Technical specifications of the soil, Bearing capacity of soil, Over load design, Bridge length mts., Technical specifications of the soil, Bearing capacity of soil, Over load design, Bridge length mts., scale, date, drawing, Bridge beam type design, Diaphragm beam, draft, flat:, faculty:, course:, teacher:, civil Engineering, Bridges, Ing. Mario tito cuellar, draft:, Indicated, Flea, sheet:, U.n.c.p, scale, date, drawing, Roy marmolejo, Bridge beam type design, Beam diaphragm beam, draft, flat:, faculty:, course:, teacher:, civil Engineering, Bridges, Ing. Mario tito cuellar, members:, Indicated, Flea, sheet:, U.n.c.p, Osores victor, Roy marmolejo, Osores victor, Roy marmolejo, Osores victor

Raw text data extracted from CAD file:

C.C. SAN JUAN POMACANCHIS CARRETERA CHUÑUPAMPA - SAN JUAN LOCALIDAD: DISTRITO: PLANO: PROYECTO: CUSCO ACOMAYO ESC: 1/25 PROVINCIA: DPTO: AKO ZONAL CUSCO PONTON TIPO 3.00 0.50 0.50 0.50 3.00 0.90 0.50 0.60 \A1;0.75 \A1;5.25 \A1;0.5 \A1;0.5 \A1;2 \A1;0.5 \A1;3 -212.2915354796232 -212.2915354796232 -212.2915354796232 -212.2915354796232 -212.2915354796232 -212.2915354796232 -212.2915354796232 \A1;0,4 \A1;5,6 \A1;0.5 \A1;0.8 \A1;0.3 \A1;0.6 \A1;0.8 \A1;0.5 \A1;0.5 \A1;2 \A1;0.5 -214.4822489514037 -212.8667476431567 -212.8667476431567 -212.8667476431567 -212.8667476431567 -212.8667476431567 -214.4822489514037 -212.8667476431567 -212.8667476431567 -212.8667476431567 -212.8667476431567 \A1;7.10 \A1;7.20 \A1;0.65 \A1;0.39 \A1;0 \A1;0.05 \A1;0.20 \A1;0 \A1;0.05 \A1;L2 \A1;0.19 \A1;L \A1;L1 \A1;0.05 \A1;0.04 \A1;0.20 \A1;10.00 \A1;9.60 \A1;0.78 \A1;0.78 \A1;1.43 \A1;0.78 \A1;0.78 \A1;1.95 \A1;0.30 \A1;1.95 \A1;0.20 \A1;0.26 \A1;0.20 \A1;0.78 \A1;0.78 \A1;0.78 \A1;0.20 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.60 \A1;0.75 \A1;0.20 \A1;d \A1;1" \A1;LONG. 36d \A1;30cm. minimo \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.20 \A1;d \A1;0.20 \A1;1.17 \A1;0.46 \A1;0.20 \A1;0.26 \A1;0.95 \A1;0.52 \A1;0.45 \A1;0.95 \A1;7.20 \A1;7.2 \A1;0.05 \A1;0.65 \A1;0.05 \A1;0.65 \A1;0.46 \A1;0.75 \A1;0.75 \A1;0.95 \A1;0.7 \A1;0.7 \A1;0.70 \A1;5.60 \A1;0.95 \A1;0.70 \A1;0.75 ESCALA : FECHA : DIBUJO : --------------------NP--------------------- D-1 DISEÑO DE PUENTE TIPO VIGA LOSA ESTRIBOS GEOMETRIA PROYECTO PLANO: FACULTAD: CURSO: DOCENTE: INGENIERIA CIVIL PUENTES ING. MARIO TITO CUELLAR PROYECTO: INDICADA FLEA 05/12/2011 LAMINA: 1 U.N.C.P ESCALA : FECHA : DIBUJO : --------------------NP--------------------- D-1 DISEÑO DE PUENTE TIPO VIGA LOSA ESTRIBOS GEOMETRIA PROYECTO PLANO: FACULTAD: CURSO: DOCENTE: INGENIERIA CIVIL PUENTES ING. MARIO TITO CUELLAR PROYECTO: INDICADA FLEA 05/12/2011 LAMINA: 1 U.N.C.P \A1;0.46 \A1;0.31 \A1;0.39 \A1;0.31 \A1;0.46 \A1;0.15 \A1;4.31 \A1;1.93 \A1;0.39 \A1;0.31 \A1;0.39 \A1;0.46 \A1;0.31 \A1;0.15 \A1;0.62 \A1;0.62 \A1;0.15 \A1;3.47 \A1;0.15 \A1;3.47 \A1;0.92 \A1;1.93 \A1;0.46 \A1;0.39 \A1;8.70 \A1;0.39 \A1;0.39 \A1;9.60 \A1;0.05 \A1;0.05 \A1;0.25 \A1;0.50 \A1;0.30 \A1;0.40 \A1;2.20 \A1;0.40 \A1;0.30 \A1;0.50 \A1;0.25 \A1;5.20 \A1;1.91 \A1;1.00 \A1;3.91 \A1;2.09 \A1;1.91 \A1;2.31 \A1;1.69 \A1;10.00 \A1;10.00 \A1;5.39 \A1;1.65 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.30 \A1;0.30 \A1;0.65 \A1;2.00 \A1;10.20 \A1;2.45 \A1;0.7 \A1;2.45 \A1;2.45 \A1;0.7 \A1;2.45 ELEVACIÓN Y SECCIÓN TRANSVERSAL DEL RÍO EN EL EMPLAZAMIENTO DEL PUENTE ESC 1/100 ESCALA : FECHA : DIBUJO : D-1 DISEÑO DE PUENTE TIPO VIGA LOSA GEOMETRIA ESTRIBO PROYECTO PLANO: FACULTAD: CURSO: DOCENTE: INGENIERIA CIVIL PUENTES ING. MARIO TITO CUELLAR PROYECTO: INDICADA FLEA 05/12/2011 LAMINA: 3 U.N.C.P PLANTA : DETALLE ARMADO DE LOSA Y ACERA ESC 1/25 ESPECIFICACIONES TÉCNICAS Estribo izquierdo: Estribo derecho: Capacidad admisible qa = 1.50 kg/cm2 Concreto ciclópeo f'c = 140 kg/cm2 + 40% P.G. Estribo izquierdo: Estribo izquierdo: Dispositivos metálicos de apoyo Losa del tablero del puente Vigas principales y vigas diafragma Planchas metálicas e = 1/2" Rodillos metálicos D = 12.5 cm Barras corrugadas de anclaje O 5/8" f'y > 3500 kg/cm2 f'y > 3500 kg/cm2 fy > 4200 kg/cm2 Concreto f'c = 210 kg/cm2 Varillas de refuerzo fy = 4200 kg/cm2 Recubrimientos libres 5 cm Traslapes indicados para cada caso Concreto f'c = 210 kg/cm2 Varillas de refuerzo fy = 4200 kg /cm2 Recubrimientos libres 5 cm Traslapes indicados para cada caso Longitud de desarrollo incada para cada caso 5/8" @ 0.15 f f 1/2" @ 0.2 f 4 1/2" 7.20 2 1/2" f 3 1/2" f f 2 1/2" 7.10 5 5 f 3 3/4" f 3 3/4" f 2 1/2" 3 3 VIGA PRINCIPAL VIGA PRINCIPAL VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA 2.00 1.25 1.25 4.50 .45 .80 .35 1.30 3.50 1.30 .20 0.40 0.05 .15 .15 DETALLE DE APOYO EN ESTRIBOS RODILLO METALICO O 12.5 Cm. 5.5 Cm. DE LONGITUD PLANCHAS METALICAS e = 1/2" ANCLADOS CONOS O 5/8" 1.05 ESC: 1/50 ESC: 1/10 DETALLE DE APOYOS METALICOS CONEXIONES SOLDADAS CANALETA RANURADA PARA FIJACION DEL RO- DILLO METALICO RODILLOS METALICOS O 12.5 Cm. 55 Cm. DE LONGITUD VIGA PRINCIPAL ESTRIBO 12 mm. 8 mm. 8 mm. .15 m .15 m .40 m .05 0.50 0.50 0.025 0.025 0.125 0.125 0.100 .40 m ESTRIBO 0.50 CONEXIONES .15 m .15 m SOLDADAS 0.125 0.50 12 mm. VIGA PRINCIPAL 6 mm. 0.025 0.075 6 mm. .20 m 0.50 VIGA PRINCIPAL BARRAS CORRUGADAS 0 5/8" DE ANCLAJE 0.40 0.50 y e = 1/2" PLANCHAS METALICAS .20 m ESC: 1/100 APOYOS FIJOS 5 DETALLE DE VIGA PRINCIPAL 5 5 5 5 0.95 5 0.45 FIERRO DE 01/2"a0.50 0.95 7.20 7.2 201/2" 0.05 5 0.05 5 5 0.75 0.75 DETALLE DE LOSA DETALLE DE VIGA DIAFRAGMA C D C D 0.95 0.7 0.7 Etribos 03/8": 2a0.05, 3a0.10, Ra0.25C/E. 201/2" 301/2" 201/2" VIGA PRINCIPAL FIERRO DE 03/8"a0.28 FIERRO DE 05/8"a0.22 0.70 5.60 0.95 0.70 0.75 BARANDA METALICA TUBO GALV. 0 2" FIERRO DE 05/8"a0.15 0.75 BARANDA METALICA TUBO GALV. 0 2" VIGA PRINCIPAL GANCHOS STANDAR DE 90° DETALLE DE GANCHOS EXTREMOS EN VIGA 0.20 CORTE A-A Empalme minimo 0.60m. (evitar en lo posible) Recubrimientos minimos =5cm. Tamaño de agregado maximo = 01"a1.5" DETALLE DE TRASLAPE PARA f'c=4,200KG/CM2 d 1" LONG. 36d 30cm. minimo CORTE D-D CORTE C-C 201/2" 201/2" 305/8" 305/8" 0.20 0.20 0.50 0.20 d F'Y = 4,200kg/cm2 1.95kg/cm2 140kg/cm2 175kg/cm2 4,200kg/cm2 210kg/cm2 = = = = = LOSA F'C F'Y F'C F'C Vadm. ESTRIBO ESPECIFICACIONES TECNICAS 1/2" 0 5/8" 3/4" 1" 0 0.05 0.20 rb (cm) L(cm) L2(cm) 10 8 6 4 20 26 33 44 16 12 8. 6 L1 (cm) 15 19 23. 31 APOYO DE VIGA PLANCHA DE NEOPRENO 0 0.05 r rb rb L2 0.19 L L1 0.05 0.04 0.20 CORTE B-B 801" 801" Etribos 03/8": 3a0.05, 7a0.10, Ra0.25C/E. 10.00 9.60 5 5 5 5 5 5 0.30 5 B B A A 305/8" 301 701" 0.20 5 0.20 5 5 5 601" 601" 0.20 0.60 0.30 0.20 0.60 205/8" 205/8" 205/8" 205/8" C C Etribos 03/8": 2a0.05, 3a0.10, Ra0.25C/E. EJE DE VIA EJE DE VIA VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL 5 5 5 5 5 5 5 5 5 5 8.70 5 5 9.60 5 5 5 5 5 A 5 5 5 B 5 5 PLANTA BARANDA METALICA TUBO GALV. 0 2" B 5 5 5 A 5 5 5 5 5 5 5 5 5 5 12 ø 1/2" @0.38 14 ø 1/2"@0.42 LECHO SUPERIOR LECHO INFERIOR \A1;ø5/8" @ 0.19 5 ø5/8" @ 0.20 5 5 \A1;MATERIAL DE RELLENO N.F.= 3835.57 \A1;MATERIAL DE RELLENO NIVEL FONDO RIO= 3837.57 N.F.= 3835.57 NIVEL DE AGUAS MAX.= 3838.22 NIVEL DE RODADURA=3861.57 \A1;BARANDA F°G° ø 3" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESPECIFICACIONES TECNICAS DEL SUELO CAPACIDAD PORTANTE DEL SUELO = 1.50 Kg/cm2. SOBRE CARGA DE DISEÑO = H20 - S16 LONGITUD DEL PUENTE = 10.00 mts. ESPECIFICACIONES TECNICAS DEL SUELO CAPACIDAD PORTANTE DEL SUELO = 1.50 Kg/cm2. SOBRE CARGA DE DISEÑO = H20 - S16 LONGITUD DEL PUENTE = 10.00 mts. ESCALA : FECHA : DIBUJO : D-1 DISEÑO DE PUENTE TIPO VIGA LOSA VIGA PRINCIPAL, LOSA, DIAFRAGMA PROYECTO PLANO: FACULTAD: CURSO: DOCENTE: INGENIERIA CIVIL PUENTES ING. MARIO TITO CUELLAR PROYECTO: INDICADA FLEA 05/12/2011 LAMINA: 1 U.N.C.P ESCALA : FECHA : DIBUJO : MARMOLEJO BASTIDAS, ROY D-1 DISEÑO DE PUENTE TIPO VIGA LOSA VIGA PRINCIPAL, VIGA DIAFRAGMA PROYECTO PLANO: FACULTAD: CURSO: DOCENTE: INGENIERIA CIVIL PUENTES ING. MARIO TITO CUELLAR INTEGRANTES: INDICADA FLEA 05/12/2011 LAMINA: 2 U.N.C.P 2.45 0.7 2.45 2.45 0.7 2.45 205/8" 205/8" OSORES TORRES, VICTOR MARMOLEJO BASTIDAS, ROY OSORES TORRES, VICTOR MARMOLEJO BASTIDAS, ROY OSORES TORRES, VICTOR

Language	Spanish
Drawing Type	Detail
Category	Drawing with Autocad
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, beam, bridge, bridges, DETAIL, details, DWG, slab, type