Planilha Loc. Curva Horizontal 2 Grupo 1 C06

Esta é uma pré-visualização de arquivo. Entre para ver o arquivo original

LOCAÇÃO CURVA HORIZONTAL
											CURVA 2				CÁLCULO DE CURVA CIRCULAR HORIZONTAL
	
											ESTACA				DISTÂNCIA m	CORDA m		DEFLEXÃO SIMPLES			DEFLEXÃO °	DEFLEXÃO ACUMULADA
																		°	'	"		°		'	"			CURVA	2
	63	19.89						0.00			PC	63	+	19.89	0.00	0.00	0	0 °	0	0.000'	0		0 °	0	0.000'		AC =	44.33077 °
	64		64					0.11	0.11	0.11		64	0	0.00	0.11	0.11	0.0078782°	0 °	0	28.361'	0.0078782°		0 °	0	28.361'		[PC] =	63	+	19.89 m
	65		65			64	0	20.00	20.11	20.11		65	0	0.00	20.11	20.00	1.4323945°	1 °	25	56.620'	1.4402727°		1 °	26	24.982'		R =	400.00 m
	66		66			65	0	20.00	40.11	40.11		66	0	0.00	40.11	20.00	1.4323945°	1 °	25	56.620'	2.8726671°		2 °	52	21.602'		Distância entre estacas l =		20.00 m
	67		67			66	0	20.00	60.11	60.11		67	0	0.00	60.11	20.00	1.4323945°	1 °	25	56.620'	4.3050616°		4 °	18	18.222'		CÁLCULO
	68		68			67	0	20.00	80.11	80.11		68	0	0.00	80.11	20.00	1.4323945°	1 °	25	56.620'	5.7374561°		5 °	44	14.842'		Desenvolimento da curva D =		309.49 m
	69		69			68	0	20.00	100.11	100.11		69	0	0.00	100.11	20.00	1.4323945°	1 °	25	56.620'	7.1698506°		7 °	10	11.462'		Tangente externa T =		162.96 m
	70		70			69	0	20.00	120.11	120.11		70	0	0.00	120.11	20.00	1.4323945°	1 °	25	56.620'	8.6022451°		8 °	36	8.082'		[PI] =	72	+	2.85 m
	71		71			70	0	20.00	140.11	140.11		71	0	0.00	140.11	20.00	1.4323945°	1 °	25	56.620'	10.0346396°		10 °	2	4.703'		[PT] =	79	+	9.38 m
	72		72			71	0	20.00	160.11	160.11		72	0	0.00	160.11	20.00	1.4323945°	1 °	25	56.620'	11.4670341°		11 °	28	1.323'		Grau da curva G =		2.86479 °
	73		73			72	0	20.00	180.11	180.11		73	0	0.00	180.11	20.00	1.4323945°	1 °	25	56.620'	12.8994286°		12 °	53	57.943'		Deflexão da corda AC/2 =		22.16539 °
	74		74			73	0	20.00	200.11	200.11		74	0	0.00	200.11	20.00	1.4323945°	1 °	25	56.620'	14.3318230°		14 °	19	54.563'		Deflexão p/ 1 m =	0.07161972°/m
	75		75			74	0	20.00	220.11	220.11		75	0	0.00	220.11	20.00	1.4323945°	1 °	25	56.620'	15.7642175°		15 °	45	51.183'		Deflexão da corda base G/2 =		1.4323945°
	76		76			75	0	20.00	240.11	240.11		76	0	0.00	240.11	20.00	1.4323945°	1 °	25	56.620'	17.1966120°		17 °	11	47.803'		Corda da curva c =		301.83 m
	77		77			76	0	20.00	260.11	260.11		77	0	0.00	260.11	20.00	1.4323945°	1 °	25	56.620'	18.6290065°		18 °	37	44.423'		Afastamento E =		31.92 m
	78		78			77	0	20.00	280.11	280.11		78	0	0.00	280.11	20.00	1.4323945°	1 °	25	56.620'	20.0614010°		20 °	3	41.044'		Flecha f =		29.56 m
	79	PT	79			78	0	20.00	300.11	300.11		79	0	0.00	300.11	20.00	1.4323945°	1 °	25	56.620'	21.4937955°		21 °	29	37.664'		FORMULÁRIO
	80		0		PT	79	0	20.00	320.11	309.49	PT	79	+	9.38	309.49	9.38	0.6715915°	0 °	40	17.729'	22.1653869°		22 °	9	55.393'		• Cálculo da tangente da curva
	81		0			0	0	20.00	340.11	340.11		0	0	0.00	0.00	0.00
	82		0			0	0	20.00	360.11	360.11		0	0	0.00	0.00	0.00
	83		0			0	0	20.00	380.11	380.11		0	0	0.00	0.00	0.00											• Cálculo do desenvolvimento da curva
	84		0			0	0	20.00	400.11	400.11		0	0	0.00	0.00	0.00
	85		0			0	0	20.00	420.11	420.11		0	0	0.00	0.00	0.00
	86		0			0	0	20.00	440.11	440.11		0	0	0.00	0.00	0.00											• Cálculo da estaca PONTO DE CURVA
	87		0			0	0	20.00	460.11	460.11		0	0	0.00	0.00	0.00
	88		0			0	0	20.00	480.11	480.11		0	0	0.00	0.00	0.00											• Cálculo da estaca PONTO DE TANGÊNCIA
	89		0			0	0	20.00	500.11	500.11		0	0	0.00	0.00	0.00
	90		0			0	0	20.00	520.11	520.11		0	0	0.00	0.00	0.00											• Cálculo do grau da curva
	91		0			0	0	20.00	540.11	540.11		0	0	0.00	0.00	0.00
	92		0			0	0	20.00	560.11	560.11		0	0	0.00	0.00	0.00
	93		0			0	0	20.00	580.11	580.11		0	0	0.00	0.00	0.00											• Cálculo da deflexão para 1 metro da curva
	94		0			0	0	20.00	600.11	600.11		0	0	0.00	0.00	0.00
	95		0			0	0	20.00	620.11	620.11		0	0	0.00	0.00	0.00
	96		0			0	0	20.00	640.11	640.11		0	0	0.00	0.00	0.00											• Cálculo da corda da curva
	97		0			0	0	20.00	660.11	660.11		0	0	0.00	0.00	0.00
	98		0			0	0	20.00	680.11	680.11		0	0	0.00	0.00	0.00
	99		0			0	0	20.00	700.11	700.11		0	0	0.00	0.00	0.00											• Cálculo do afastamento da curva
	100		0			0	0	20.00	720.11	720.11		0	0	0.00	0.00	0.00
	101		0			0	0	20.00	740.11	740.11		0	0	0.00	0.00	0.00
	102		0			0	0	20.00	760.11	760.11		0	0	0.00	0.00	0.00
	103		0			0	0	20.00	780.11	780.11		0	0	0.00	0.00	0.00											• Cálculo da flecha da curva
	104		0			0	0	20.00	800.11	800.11		0	0	0.00	0.00	0.00
	105		0			0	0	20.00	820.11	820.11		0	0	0.00	0.00	0.00
	106		0			0	0	20.00	840.11	840.11		0	0	0.00	0.00	0.00
	107		0			0	0	20.00	860.11	860.11		0	0	0.00	0.00	0.00
	108		0			0	0	20.00	880.11	880.11		0	0	0.00	0.00	0.00
	109		0			0	0	20.00	900.11	900.11		0	0	0.00	0.00	0.00
	110		0			0	0	20.00	920.11	920.11		0	0	0.00	0.00	0.00
	111		0			0	0	20.00	940.11	940.11		0	0	0.00	0.00	0.00
	112		0			0	0	20.00	960.11	960.11		0	0	0.00	0.00	0.00
	113		0			0	0	20.00	980.11	980.11		0	0	0.00	0.00	0.00
	114		0			0	0	20.00	1000.11	1000.11		0	0	0.00	0.00	0.00
	115		0			0	0	20.00	1020.11	1020.11		0	0	0.00	0.00	0.00
	116		0			0	0	20.00	1040.11	1040.11		0	0	0.00	0.00	0.00
MBD0005ED5F.unknown
MBD0005ED62.unknown
MBD0005ED63.unknown
MBD0005ED60.unknown
MBD00056BC9.unknown
MBD0005ED5E.unknown
MBD00050A2C.unknown