Estradas

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

Plan1
	Tabela de cálculo
	Estaca	Area (m²)	Soma das area	Semi - Distacia	Volume (m³)	Comp. Lateral	Volume acumulado
	Corte	Aterro	ATE	Corte	Aterro	Corte	Aterro
	234	6.48	-	-	-	-	-	-	1000
	235	5.9	12.38	8.5	105.23	0	-	1105.23
	236	4.5	10.4	7.5	78	0	-	1183.23
	237	0.9	1.63	2.282	5.4	10	54	0	-	1237.23
	238	3.78	5.292	7.574	10	0	75.74	1161.49
	239	3.87	5.418	10.71	10	0	107.1	1054.39
	240	5.25	7.35	12.768	10	0	127.68	926.71
	241	8.9	12.46	19.81	10	0	198.1	728.61
	242	3.1	4.34	16.8	5	0	84	644.61
	243	0.89	1.2	1.68	6.02	5	0	30.1	614.51
	244	2.24	3.13	2.5	7.825	0	622.335
	245	3.43	5.67	2.5	14.175	0	636.51
	246	4.56	7.99	7.5	59.925	0	696.435
	247	5.78	10.34	7.5	77.55	0	773.985
	248	8.54	14.32	7.5	107.4	0	881.385
	249	9.34	17.88	7.5	134.1	0	1015.485
	250	3.23	12.57	10	125.7	0	1141.185
	251	2.1	0.34	0.476	5.33	10	53.3	0	1194.485
	252	0.47	0.6	0.84	2.57	1.316	10	25.7	13.16	13.16	1207.025
	253	2	2.8	3.64	10	0	36.4	1170.625
	254	2.45	3.43	6.23	10	0	62.3	1108.325
	255	3.67	5.138	8.568	10	0	85.68	1022.645
	256	4.89	6.846	11.984	10	0	119.84	902.805
	257	7.89	11.046	17.892	10	0	178.92	723.885
	258	6.78	9.492	20.538	10	0	205.38	518.505
	259	7.56	10.584	20.076	10	0	200.76	317.745
	260	8.09	11.326	21.91	10	0	219.1	98.645
Plan2
	Gráfico do cálculo
	234	235	236	237	238	239	240	241	242	243	244	245	246	247	248	249	250	251	252	253	254	255	256	257	258	259	260
	1237.23
	1207.0249999999999
	1194.4849999999999
	1183.23
	1170.6249999999998
	1161.49
	1141.1849999999999
	1108.3249999999998
	1105.23
	1054.3900000000001
	1022.6449999999999
	1015.4849999999999
	1000
	926.71
	902.80499999999984
	881.38499999999988
	773.9849999999999
	728.61
	723.88499999999988
	696.43499999999995
	644.61
	636.51
	622.33500000000004
	614.51
	518.50499999999988
	317.74499999999989
	98.644999999999925
Plan3
	Gráfico do cálculo
	234	235	236	237	238	239	240	241	242	243	244	245	246	247	248	249	250	251	252	253	254	255	256	257	258	259	260
	1237.23
	1207.0249999999999
	1194.4849999999999
	1183.23
	1170.6249999999998
	1161.49
	1141.1849999999999
	1108.3249999999998
	1105.23
	1054.3900000000001
	1022.6449999999999
	1015.4849999999999
	1000
	926.71
	902.80499999999984
	881.38499999999988
	773.9849999999999
	728.61
	723.88499999999988
	696.43499999999995
	644.61
	636.51
	622.33500000000004
	614.51
	518.50499999999988
	317.74499999999989
	98.644999999999925
Plan1 (2)
	Tabela de cálculo
	Estaca	Area (m²)	Soma das area	Semi - Distacia	Volume (m³)	Comp. Lateral	Volume acumulado
	Corte	Aterro	ATE	Corte	Aterro	Corte	Aterro
	234	6.48	-	-	-	-	-	-	1000
	235	5.9	12.38	8.5	105.23	0	-	1105.23
	236	4.5	10.4	7.5	78	0	-	1183.23
	237	0.9	1.63	2.282	5.4	10	54	0	-	1237.23
	238	3.78	5.292	7.574	10	0	75.74	1161.49
	239	3.87	5.418	10.71	10	0	107.1	1054.39
	240	5.25	7.35	12.768	10	0	127.68	926.71
	241	8.9	12.46	19.81	10	0	198.1	728.61
	242	3.1	4.34	16.8	5	0	84	644.61
	243	0.89	1.2	1.68	6.02	5	0	30.1	614.51
	244	2.24	3.13	2.5	7.825	0	622.335
	245	3.43	5.67	2.5	14.175	0	636.51
	246	4.56	7.99	7.5	59.925	0	696.435
	247	5.78	10.34	7.5	77.55	0	773.985
	248	8.54	14.32	7.5	107.4	0	881.385
	249	9.34	17.88	7.5	134.1	0	1015.485
	250	3.23	12.57	10	125.7	0	1141.185
	251	2.1	0.34	0.476	5.33	10	53.3	0	1194.485
	252	0.47	0.6	0.84	2.57	1.316	10	25.7	13.16	13.16	1207.025
	253	2	2.8	3.64	10	0	36.4	1170.625
	254	2.45	3.43	6.23	10	0	62.3	1108.325
	255	3.67	5.138	8.568	10	0	85.68	1022.645
	256	4.89	6.846	11.984	10	0	119.84	902.805
	257	7.89	11.046	17.892	10	0	178.92	723.885
	258	6.78	9.492	20.538	10	0	205.38	518.505
	259	7.56	10.584	20.076	10	0	200.76	317.745
	260	8.09	11.326	21.91	10	0	219.1	98.645