plantilla Diseño Vertical
5
PUNTO 1 PIV PUNTO 2 cota del perf 137.69 133.53 138.06 abs del perfi 2240 2500 2850 m(-) -1.60% 0.016 n 1.29% 0.0129 i -2.89% 2.89 ve(KPH) 80 distancia para Dp 129.011333 criterios seguridad 60.2580758 Operación 48 drenaje 144.5 LV 120 ABS PIV 2500 133.53 COTA PIV ABS PCV 2440 134.49 COTA PCV ABS PTV 2560 134.304 COTA PTV EV 0.4335
description
plantilla para el diseño de una via vertical
Transcript of plantilla Diseño Vertical
Hoja1PUNTO 1PIVPUNTO 2cota del perfil137.69133.53138.06abs del perfil224025002850PUNTOABSCISAPENDIENTE XCOTA TANGENTECORRECCION (y) COTA ROJAm(-)-1.60%0.016PCVk2+440-1.60%60134.490134.49n1.29%0.0129K2+450-1.60%50134.330.0120416667134.3420416667i-2.89%2.89K2+460-1.60%40134.170.0481666667134.2181666667ve(KPH)80K2+470-1.60%30134.010.108375134.118375K2+480-1.60%20133.850.1926666667134.0426666667K2+490-1.60%10133.690.3010416667133.9910416667distancia paraPIVK2+5000133.530.4335133.9635Dp129.0113328745K2+5101.29%10133.6590.3010416667133.9600416667K2+5201.29%20133.7880.1926666667133.9806666667criterios K2+5301.29%30133.9170.108375134.025375seguridad60.2580757626K2+5401.29%40134.0460.0481666667134.0941666667Operacin 48K2+5501.29%50134.1750.0120416667134.1870416667drenaje 144.5PIVK2+5601.29%60134.3040134.304LV120ABS PIV2500133.53COTA PIVABS PCV2440134.49COTA PCVABS PTV2560134.304COTA PTVEV0.4335
Hoja2PUNTOABSCISAPENDIENTE COTA TANGENTECORRECCION (y) COTA ROJAPCVk2+440-0.016134.490134.49K2+450-0.016134.330.0120416667134.3420416667K2+460-0.016134.170.0481666667134.2181666667K2+470-0.016134.010.108375134.118375K2+480-0.016133.850.1926666667134.0426666667K2+490-0.016133.690.3010416667133.9910416667PIVK2+500133.530.4335133.9635K2+5100.0129428571133.6590.3010416667133.9600416667K2+5200.0129428571133.7880.1926666667133.9806666667K2+5300.0129428571133.9170.108375134.025375K2+5400.0129428571134.0460.0481666667134.0941666667K2+5500.0129428571134.1750.0120416667134.1870416667PIVK2+5600.0129428571134.3040134.304
Hoja3
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