Planilha Loc. Curva Horizontal 3 Grupo 1 C06

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

LOCAÇÃO CURVA HORIZONTAL
											CURVA 3				CÁLCULO DE CURVA CIRCULAR HORIZONTAL
	
											ESTACA				DISTÂNCIA m	CORDA m		DEFLEXÃO SIMPLES			DEFLEXÃO °	DEFLEXÃO ACUMULADA
																		°	'	"		°		'	"			CURVA	3
	133	14.20						0.00			PC	133	+	14.20	0.00	0.00	0	0 °	0	0.000'	0		0 °	0	0.000'		AC =	78.96651 °
	134		134					5.80	5.80	5.80		134	0	0.00	5.80	5.80	0.5359928°	0 °	32	9.574'	0.5359928°		0 °	32	9.574'		[PC] =	133	+	14.20 m
	135		135			134	0	20.00	25.80	25.80		135	0	0.00	25.80	20.00	1.8482510°	1 °	50	53.703'	2.3842437°		2 °	23	3.277'		R =	310.00 m
	136		136			135	0	20.00	45.80	45.80		136	0	0.00	45.80	20.00	1.8482510°	1 °	50	53.703'	4.2324947°		4 °	13	56.981'		Distância entre estacas l =		20.00 m
	137		137			136	0	20.00	65.80	65.80		137	0	0.00	65.80	20.00	1.8482510°	1 °	50	53.703'	6.0807456°		6 °	4	50.684'		CÁLCULO
	138		138			137	0	20.00	85.80	85.80		138	0	0.00	85.80	20.00	1.8482510°	1 °	50	53.703'	7.9289966°		7 °	55	44.388'		Desenvolimento da curva D =		427.25 m
	139		139			138	0	20.00	105.80	105.80		139	0	0.00	105.80	20.00	1.8482510°	1 °	50	53.703'	9.7772475°		9 °	46	38.091'		Tangente externa T =		255.39 m
	140		140			139	0	20.00	125.80	125.80		140	0	0.00	125.80	20.00	1.8482510°	1 °	50	53.703'	11.6254985°		11 °	37	31.795'		[PI] =	146	+	9.59 m
	141		141			140	0	20.00	145.80	145.80		141	0	0.00	145.80	20.00	1.8482510°	1 °	50	53.703'	13.4737494°		13 °	28	25.498'		[PT] =	155	+	1.45 m
	142		142			141	0	20.00	165.80	165.80		142	0	0.00	165.80	20.00	1.8482510°	1 °	50	53.703'	15.3220004°		15 °	19	19.201'		Grau da curva G =		3.69650 °
	143		143			142	0	20.00	185.80	185.80		143	0	0.00	185.80	20.00	1.8482510°	1 °	50	53.703'	17.1702513°		17 °	10	12.905'		Deflexão da corda AC/2 =		39.48325 °
	144		144			143	0	20.00	205.80	205.80		144	0	0.00	205.80	20.00	1.8482510°	1 °	50	53.703'	19.0185023°		19 °	1	6.608'		Deflexão p/ 1 m =	0.09241255°/m
	145		145			144	0	20.00	225.80	225.80		145	0	0.00	225.80	20.00	1.8482510°	1 °	50	53.703'	20.8667532°		20 °	52	0.312'		Deflexão da corda base G/2 =		1.8482510°
	146		146			145	0	20.00	245.80	245.80		146	0	0.00	245.80	20.00	1.8482510°	1 °	50	53.703'	22.7150042°		22 °	42	54.015'		Corda da curva c =		394.23 m
	147		147			146	0	20.00	265.80	265.80		147	0	0.00	265.80	20.00	1.8482510°	1 °	50	53.703'	24.5632552°		24 °	33	47.719'		Afastamento E =		91.65 m
	148		148			147	0	20.00	285.80	285.80		148	0	0.00	285.80	20.00	1.8482510°	1 °	50	53.703'	26.4115061°		26 °	24	41.422'		Flecha f =		70.74 m
	149		149			148	0	20.00	305.80	305.80		149	0	0.00	305.80	20.00	1.8482510°	1 °	50	53.703'	28.2597571°		28 °	15	35.125'		FORMULÁRIO
	150		150			149	0	20.00	325.80	325.80		150	0	0.00	325.80	20.00	1.8482510°	1 °	50	53.703'	30.1080080°		30 °	6	28.829'		• Cálculo da tangente da curva
	151		151			150	0	20.00	345.80	345.80		151	0	0.00	345.80	20.00	1.8482510°	1 °	50	53.703'	31.9562590°		31 °	57	22.532'
	152		152			151	0	20.00	365.80	365.80		152	0	0.00	365.80	20.00	1.8482510°	1 °	50	53.703'	33.8045099°		33 °	48	16.236'
	153		153			152	0	20.00	385.80	385.80		153	0	0.00	385.80	20.00	1.8482510°	1 °	50	53.703'	35.6527609°		35 °	39	9.939'		• Cálculo do desenvolvimento da curva
	154		154			153	0	20.00	405.80	405.80		154	0	0.00	405.80	20.00	1.8482510°	1 °	50	53.703'	37.5010118°		37 °	30	3.643'
	155	PT	155			154	0	20.00	425.80	425.80		155	0	0.00	425.80	20.00	1.8482510°	1 °	50	53.703'	39.3492628°		39 °	20	57.346'
	156		0		PT	155	0	20.00	445.80	427.25	PT	155	+	1.45	427.25	1.45	0.1339906°	0 °	8	2.366'	39.4832534°		39 °	28	59.712'		• Cálculo da estaca PONTO DE CURVA
	157		0			0	0	20.00	465.80	465.80		0	0	0.00	0.00	0.00
	158		0			0	0	20.00	485.80	485.80		0	0	0.00	0.00	0.00											• Cálculo da estaca PONTO DE TANGÊNCIA
	159		0			0	0	20.00	505.80	505.80		0	0	0.00	0.00	0.00
	160		0			0	0	20.00	525.80	525.80		0	0	0.00	0.00	0.00											• Cálculo do grau da curva
	161		0			0	0	20.00	545.80	545.80		0	0	0.00	0.00	0.00
	162		0			0	0	20.00	565.80	565.80		0	0	0.00	0.00	0.00
	163		0			0	0	20.00	585.80	585.80		0	0	0.00	0.00	0.00											• Cálculo da deflexão para 1 metro da curva
	164		0			0	0	20.00	605.80	605.80		0	0	0.00	0.00	0.00
	165		0			0	0	20.00	625.80	625.80		0	0	0.00	0.00	0.00
	166		0			0	0	20.00	645.80	645.80		0	0	0.00	0.00	0.00											• Cálculo da corda da curva
	167		0			0	0	20.00	665.80	665.80		0	0	0.00	0.00	0.00
	168		0			0	0	20.00	685.80	685.80		0	0	0.00	0.00	0.00
	169		0			0	0	20.00	705.80	705.80		0	0	0.00	0.00	0.00											• Cálculo do afastamento da curva
	170		0			0	0	20.00	725.80	725.80		0	0	0.00	0.00	0.00
	171		0			0	0	20.00	745.80	745.80		0	0	0.00	0.00	0.00
	172		0			0	0	20.00	765.80	765.80		0	0	0.00	0.00	0.00
	173		0			0	0	20.00	785.80	785.80		0	0	0.00	0.00	0.00											• Cálculo da flecha da curva
	174		0			0	0	20.00	805.80	805.80		0	0	0.00	0.00	0.00
	175		0			0	0	20.00	825.80	825.80		0	0	0.00	0.00	0.00
	176		0			0	0	20.00	845.80	845.80		0	0	0.00	0.00	0.00
	177		0			0	0	20.00	865.80	865.80		0	0	0.00	0.00	0.00
	178		0			0	0	20.00	885.80	885.80		0	0	0.00	0.00	0.00
	179		0			0	0	20.00	905.80	905.80		0	0	0.00	0.00	0.00
	180		0			0	0	20.00	925.80	925.80		0	0	0.00	0.00	0.00
	181		0			0	0	20.00	945.80	945.80		0	0	0.00	0.00	0.00
	182		0			0	0	20.00	965.80	965.80		0	0	0.00	0.00	0.00
	183		0			0	0	20.00	985.80	985.80		0	0	0.00	0.00	0.00
	184		0			0	0	20.00	1005.80	1005.80		0	0	0.00	0.00	0.00
	185		0			0	0	20.00	1025.80	1025.80		0	0	0.00	0.00	0.00
	186		0			0	0	20.00	1045.80	1045.80		0	0	0.00	0.00	0.00
MBD0005ED5F.unknown
MBD0005ED62.unknown
MBD0005ED63.unknown
MBD0005ED60.unknown
MBD00056BC9.unknown
MBD0005ED5E.unknown
MBD00050A2C.unknown