Truck Weigh Station DWG Detail for AutoCAD

Truck Weigh Station DWG Detail for AutoCAD

Details – SPECIFICATIONS – sizing

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

detail -i- plates and anchor bolts, detail -ii-, see detail -ii-, section ab, section cd, section ef, steel, foundations, element, concrete, calculation hypothesis, control hypothesis, control of the execution at normal level, statistical control of concrete, control of steel at normal level, passive steel, characteristics of materials, minimum ground strength, coating, consistency, breakage, type, elastic, limit, strength, characteristic, size, mm., maximum, of arid, plastic, iia, environment, safety coefficients, nominal, see detail -i, jaime carrillo, foundation tilts for walks, dimensional plane, preliminary edition, fran l., j. aybar, collected comments fmo, mbg, jmr, collected comments from fmo, dft, projected :, scale :, date :, calculated :, drawn :, rev., by., description, rev.nº, date, title :, apr ., as built, mrc

Raw text data extracted from CAD file:

\A1;185 \A1;140 \A1;185 \A1;600 \A1;100 \A1;3040 \A1;18040 \A1;1100 \A1;400 \A1;600 \A1;100 \A1;\U+22051000 \A1;1000 \A1;1150 \A1;\U+22051000 \A1;\U+2205580 \A1;7500 \A1;7500 \A1;1520 \A1;1520 \A1;3750 \A1;3750 \A1;200 \A1;200 \A1;18440 \A1;2400 \A1;5820 \A1;2000 \A1;5820 \A1;2400 \A1;2200 \A1;3040 \A1;400 \A1;400 \A1;600 \A1;2200 \A1;= \A1;= \A1;\U+22051000 \A1;420 \A1;420 \A1;3040 \A1;200 \A1;200 \A1;200 \A1;1000 \A1;100 \A1;500 \A1;100 \A1;500 \A1;100 \A1;2990 \A1;200 \A1;5° \A1;3040 \A1;2990 \A1;2200 \A1;2200 6597.375928595473 6597.375928595473 \A1;PLACAS Y PERNOS DE ANCLAJE SUMINISTRO I.SCHENCK \A1;TUERCA DE REGULACION SUMINSITRO I.SCHENCK \A1;COTA DIFERENCAIL ENTRE PLACAS ±1 \A1;IPN 100 L=400 (SUMINISTRO OBRA CIVIL) HORMIGON DE REGULACION (TIP) -96.26473091146909 \A1;L 50x50x5 (SUMINISTRO OBRA CIVIL) \A1;PATILLAS CADA 400mm (SUMINISTRO OBRA CIVIL) \A1;PERFIL RANURADO HM20/12 L=500 SUMINISTRO I.SCHENCK \A1;VER DETALLE -I- DETALLE -I- PLACAS Y PERNOS DE ANCLAJE DETALLE -II- 6247.352168004749 6247.352168004749 VER DETALLE -II- 6000.274287202017 6000.274287202017 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 ARQUETA DE 500x500 CON 1/2 PIE DE LADRILLO MACIZO (PROF.=900) ARQUETA DE 300x300 CON 1/2 PIE DE L.M. 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 6679.47785983386 POZO DE DESAGÜE (S/O. CIVIL) TUBO PARA LIMPIEZA DEL FOSO (S/O. CIVIL) 6679.47785983386 6679.47785983386 6679.47785983386 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 A B SECCION A-B SECCION C-D C D 6392.245755629112 6392.245755629112 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 \A1;ARQUETA PARA CONEXIONES (SUMINISTRO OBRA CIVIL) \A1;TUBO d100 PARA ENTRADA DE CABLES (S/ O. CIVIL) 6362.245755629112 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 6000.274287202017 ~1% ~0.7% ~2.5% ~2.5% ±0,00 -433 -400mm: -600mm. ~2,5% ~2,5% ±0,00 -400mm. SECCION E-F -1000mm. -400mm. ±0,00 -400mm. -400mm. E F 6959.527812409477 6959.527812409477 6959.527812409477 6959.527812409477 \A1;PERFIL RANURADO HM20/12 L=500 SUMINISTRO I.SCHENCK ACERO CIMENTACION ELEMENTO HORMIGON HIPOTESIS DE CALCULO HIPOTESIS DE CONTROL CONTROL DE LA EJECUCION A NIVEL NORMAL CONTROL ESTADISTICO DEL HORMIGON CONTROL DEL ACERO A NIVEL NORMAL ACERO PASIVO ELEMENTO CARACTERISTICAS DE LOS MATERIALES RESISTENCIA MINIMA DEL TERRENO N/mm. N/mm. B500S 500 550 RECUBRIMIENTO CONSISTENCIA ROTURA HA-20/P/25/IIa TIPO TIPO 20 ELASTICO LIMITE 2 N/mm. RESISTENCIA CARACTERISTICA 2 TAMAÑO mm. MAXIMO DE ARIDO 25 2 PLASTICA IIa AMBIENTE g g (0.1 N/mm2) COEFICIENTES DE SEGURIDAD 1 kg/cm2 s=1.15 g=1.50 g g c=1.50 q=1.60 NORMA (EHE) 35 mm. NOMINAL \A1;ARQUETA Y TUBERIA PARA LIMPIEZA DEL FOSO (S/O. CIVIL) \A1;POZO PARA COMUNICACION Y DESAGÜE (S/O. CIVIL) PENDIENTE 2% Aprox. \A1;TUBERIA d200mm PARA DESAGÜE (S/O. CIVIL) \A1;TUBO DE ENTRADA DE CABLES d100 (S/O. CIVIL) \A1;POZO PARA COMUNICACION Y DESAGÜE (S/O. CIVIL) EL FONDO DEBERA QUEDAR A RAS DE LOS dInt. DE TUBOS PARA EVITAR RETENCIONES DE AGUA 6000.274287202017 5986.857133747661 5 3040 2990 5 5 a a HORMIGÓN DE REGULACIÓN (TIP) (VER NOTA 5 EN PCMH-01-CB-0012) (VER NOTA 5 EN PCMH-01-CB-0012) VER DETALLE -I- !GENTITLE-INSERT !GENTITLE-LL !GENTITLE-RU !GENTITLE-MAX H F E D C B A 12 11 10 9 8 7 6 5 4 3 2 1 9 8 7 6 5 4 3 2 1 H G F E D C B A 10 11 12 jc-001-2013 1 1:30 jaime Carrillo jaime Carrillo 1-04-2013 CIMENTACION BASCULA PARA CAMINONES DFF 18 x 3m PLANO DIMENSIONAL A 22-06-06 EDICION PRELIMINAR Fran L. J. Aybar 0 28-08-06 RECOGIDOS COMENTARIOS FMO M.B.G. J.M.R. 1 17-10-06 RECOGIDOS COMENTARIOS DE FMO DFT J.M.R. PROYECTADO: ESCALA: FECHA: CALCULADO: PLANO N° DIBUJADO: REV. POR. DESCRIPCION REV.Nº FECHA TITULO: APR. 2 04-5-10 AS BUILT M.R.C. M.R.C.

Language	Spanish
Drawing Type	Detail
Category	Vehicles
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, concrete, crane, DETAIL, details, DWG, foundations, guindaste, kran, sizing, specifications, Station, Transportation, truck