Cálculo Estacas

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

Plan1
	Estaca Circular
	Camada	K (KN/m²)	βp	βs	Nspt 	Nspt mín 3	Nspt,m	Ø Estaca (m)	Ap (m²)	As (m²)	Qp (KN)	Qs (KN)	Qu (KN)	Q=QU/2 (KN)	Q= Qs/1,3 + Qp/4 (KN)	Carga do Pilar (Tf)	Nº de Estacas
	1	120	1	1	1	3	1.00	0.36	0.10	1.13	12.21	22.62	34.83	17.42	20.45	12	7
	2	120	1	1	1	3	1.33	0.36	0.10	1.13	16.29	45.24	61.52	30.76	38.87	12	4
	3	120	1	1	2	3	2.00	0.36	0.10	1.13	24.43	67.86	92.29	46.14	58.31	12	3
	4	120	1	1	3	3	3.00	0.36	0.10	1.13	36.64	90.48	127.12	63.56	78.76	12	2
	5	120	1	1	4	4	3.67	0.36	0.10	1.13	44.79	116.87	161.65	80.83	101.09	12	2
	6	120	1	1	4	4	4.00	0.36	0.10	1.13	48.86	143.26	192.11	96.06	122.41	12	2
	7	120	1	1	4	4	4.00	0.36	0.10	1.13	48.86	169.65	218.50	109.25	142.71	12	2
	8	120	1	1	4	4	4.67	0.36	0.10	1.13	57.00	196.04	253.04	126.52	165.05	12	1
	9	120	1	1	6	6	5.33	0.36	0.10	1.13	65.14	229.96	295.11	147.55	193.18	12	1
	10	120	1	1	6	6	6.33	0.36	0.10	1.13	77.36	263.89	341.25	170.63	222.33	12	1
	11	120	1	1	7	7	7.33	0.36	0.10	1.13	89.57	301.59	391.17	195.58	254.39	12	1
	12	120	1	1	9	9	8.33	0.36	0.10	1.13	101.79	346.83	448.62	224.31	292.24	12	1
	13	120	1	1	9	9	9.00	0.36	0.10	1.13	109.93	392.07	502.00	251.00	329.08	12	1
	14	400	1	1	9	9	8.67	0.36	0.10	1.13	352.86	437.31	790.17	395.09	424.61	12	1
	15	400	1	1	8	8	9.00	0.36	0.10	1.13	366.44	478.78	845.21	422.61	459.90	12	1
	16	400	1	1	10	10	9.33	0.36	0.10	1.13	380.01	527.79	907.79	453.90	500.99	12	1
	17	400	1	1	10	10	11.00	0.36	0.10	1.13	447.87	576.80	1024.66	512.33	555.66	12	1
	18	400	1	1	13	13	11.33	0.36	0.10	1.13	461.44	637.11	1098.55	549.28	605.45	12	1
	19	400	1	1	11	11	12.33	0.36	0.10	1.13	502.15	689.89	1192.05	596.02	656.23	12	1
	20	400	1	1	13	13	12.33	0.36	0.10	1.13	502.15	750.21	1252.36	626.18	702.62	12	1
	Estaca Quadrada
	Camada	K (KN/m²)	βp	βs	Nspt 	Nspt mín 3	Nspt,m	L da Base (m)	Ap (m²)	As (m²)	Qp (KN)	Qs (KN)	Qu (KN)	Q=QU/2 (KN)	Q= Qs/1,3 + Qp/4 (KN)	Carga do Pilar (Tf)	Nº de Estacas
	1	120	1	1	1	3	1.00	0.17	0.03	0.68	3.47	13.60	17.07	8.53	11.33	12	15
	2	120	1	1	1	3	1.33	0.17	0.03	0.68	4.62	27.20	31.82	15.91	22.08	12	8
	3	120	1	1	2	3	2.00	0.17	0.03	0.68	6.94	40.80	47.74	23.87	33.12	12	6
	4	120	1	1	3	3	3.00	0.17	0.03	0.68	10.40	54.40	64.80	32.40	44.45	12	4
	5	120	1	1	4	4	3.67	0.17	0.03	0.68	12.72	70.27	82.98	41.49	57.23	12	3
	6	120	1	1	4	4	4.00	0.17	0.03	0.68	13.87	86.13	100.01	50.00	69.72	12	3
	7	120	1	1	4	4	4.00	0.17	0.03	0.68	13.87	102.00	115.87	57.94	81.93	12	3
	8	120	1	1	4	4	4.67	0.17	0.03	0.68	16.18	117.87	134.05	67.03	94.71	12	2
	9	120	1	1	6	6	5.33	0.17	0.03	0.68	18.50	138.27	156.76	78.38	110.98	12	2
	10	120	1	1	6	6	6.33	0.17	0.03	0.68	21.96	158.67	180.63	90.32	127.54	12	2
	11	120	1	1	7	7	7.33	0.17	0.03	0.68	25.43	181.33	206.77	103.38	145.85	12	2
	12	120	1	1	9	9	8.33	0.17	0.03	0.68	28.90	208.53	237.43	118.72	167.64	12	2
	13	120	1	1	9	9	9.00	0.17	0.03	0.68	31.21	235.73	266.95	133.47	189.14	12	1
	14	400	1	1	9	9	8.67	0.17	0.03	0.68	100.19	262.93	363.12	181.56	227.30	12	1
	15	400	1	1	8	8	9.00	0.17	0.03	0.68	104.04	287.87	391.91	195.95	247.45	12	1
	16	400	1	1	10	10	9.33	0.17	0.03	0.68	107.89	317.33	425.23	212.61	271.08	12	1
	17	400	1	1	10	10	11.00	0.17	0.03	0.68	127.16	346.80	473.96	236.98	298.56	12	1
	18	400	1	1	13	13	11.33	0.17	0.03	0.68	131.01	383.07	514.08	257.04	327.42	12	1
	19	400	1	1	11	11	12.33	0.17	0.03	0.68	142.57	414.80	557.37	278.69	354.72	12	1
	20	400	1	1	13	13	12.33	0.17	0.03	0.68	142.57	451.07	593.64	296.82	382.62	12	1
	Estaca Quadrada
	Camada	K (KN/m²)	βp	βs	Nspt 	Nspt mín 3	Nspt,m	L da Base (m)	Ap (m²)	As (m²)	Qp (KN)	Qs (KN)	Qu (KN)	Q=QU/2 (KN)	Q= Qs/1,3 + Qp/4 (KN)	Carga do Pilar (Tf)	Nº de Estacas
	1	120	1	1	1	3	1.00	0.195	0.04	0.78	4.56	15.60	20.16	10.08	13.14	12	12
	2	120	1	1	1	3	1.33	0.195	0.04	0.78	6.08	31.20	37.28	18.64	25.52	12	7
	3	120	1	1	2	3	2.00	0.195	0.04	0.78	9.13	46.80	55.93	27.96	38.28	12	5
	4	120	1	1	3	3	3.00	0.195	0.04	0.78	13.69	62.40	76.09	38.04	51.42	12	4
	5	120	1	1	4	4	3.67	0.195	0.04	0.78	16.73	80.60	97.33	48.67	66.18	12	3
	6	120	1	1	4	4	4.00	0.195	0.04	0.78	18.25	98.80	117.05	58.53	80.56	12	3
	7	120	1	1	4	4	4.00	0.195	0.04	0.78	18.25	117.00	135.25	67.63	94.56	12	2
	8	120	1	1	4	4	4.67	0.195	0.04	0.78	21.29	135.20	156.49	78.25	109.32	12	2
	9	120	1	1	6	6	5.33	0.195	0.04	0.78	24.34	158.60	182.94	91.47	128.08	12	2
	10	120	1	1	6	6	6.33	0.195	0.04	0.78	28.90	182.00	210.90	105.45	147.22	12	2
	11	120	1	1	7	7	7.33	0.195	0.04	0.78	33.46	208.00	241.46	120.73	168.37	12	1
	12	120	1	1	9	9	8.33	0.195	0.04	0.78	38.03	239.20	277.23	138.61	193.51	12	1
	13	120	1	1	9	9	9.00	0.195	0.04	0.78	41.07	270.40	311.47	155.73	218.27	12	1
	14	400	1	1	9	9	8.67	0.195	0.04	0.78	131.82	301.60	433.42	216.71	264.96	12	1
	15	400	1	1	8	8	9.00	0.195	0.04	0.78	136.89	330.20	467.09	233.55	288.22	12	1
	16	400	1	1	10	10	9.33	0.195	0.04	0.78	141.96	364.00	505.96	252.98	315.49	12	1
	17	400	1	1	10	10	11.00	0.195	0.04	0.78	167.31	397.80	565.11	282.56	347.83	12	1
	18	400	1	1	13	13	11.33	0.195	0.04	0.78	172.38	439.40	611.78	305.89	381.09	12	1
	19	400	1	1	11	11	12.33	0.195	0.04	0.78	187.59	475.80	663.39	331.70	412.90	12	1
	20	400	1	1	13	13	12.33	0.195	0.04	0.78	187.59	517.40	704.99	352.50	444.90	12	1