Calculo de Sapatas isoladas

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

Tensão Adm. Solo e FS
	Dados do Solo	Cargas de Entrada	Informações Sapata	NBR 6122
	[tf]	KN	Carga Total	Qproj.	ϕproj	sobrecarga	Parcela Peso	Resultados
	Sapata	ϕ (rad)	γ (kN/m³)	Permanente	Acidental	Permanente	Acidental	d (m)	Ws (KN)	q	Nq	Sq	Nγ	Sγ	σadm	FS
	P18	0.59	19	397	67	3893.24	657.00	1.1	86.63	4636.87	1472.0	0.6	20.9	29.440	1.944	41.064	0.44	1556.78	1.058
	P21	0.59	19	446	66	4373.77	647.20	1.45	106.58	5127.54	1744.1	0.6	27.55	29.440	2.012	41.064	0.4	1959.36	1.123
	P26	0.59	19	228	29	2235.92	284.37	1.1	70.13	2590.42	1015.8	0.6	20.9	29.440	1.595	41.064	0.65	1360.12	1.339
	P32	0.59	19	398	67	3903.05	657.00	1.6	126.00	4686.05	1487.6	0.6	30.4	29.440	1.944	41.064	0.44	2100.56	1.412
	P33	0.59	19	370	53	3628.46	519.72	1.1	79.70	4227.87	1458.9	0.6	20.9	29.440	2.026	41.064	0.3913043478	1567.41	1.074
Cálculo da Sapata Rígida Isolad
	Dimensionamento Sapata
	Demais Dados	Sapata	Dados do Solo	Dados de Entrada do Pilar	Sapata-Forma	Sapata-Armadura
	cobrimento	5.00 cm	Tensão Adm	ap (m)	bp (m)	P (KN)	Ap (m²)	Asap-min	Asap-real	a calc (m)	b calc (m)	a (m)	b (m)	d-calc	d (m)	h (m)	h0 (m)	Fx	Asx-calc	AsxMin	Asx	ϕbarra	Abarra	lb	NºbarrasX	eX	LbarraX	StringX	Aderencia	Fy	Asy-calc	AsyMin	Asy	NºbarrasY	eY	LbarraY	StringY	Aderencia
	fck	2.00 KN/m²	P18	1556.78	1.47	0.25	4636.87	0.361	2.98	3.15	4.22	0.71	1.5	2.1	1.05	1.05	1.10	0.4	16.56	0.53	34.65	34.65	2.50	4.91	1.10	14	15.4	200	14 ϕ 25 c/ 15,4 - 200 cm	OK	1023.64	32.96	24.75	32.96	14	10.8	260	14 ϕ 25 c/ 10,8 - 260 cm	OK
	fyd	43.48 KN/m²	P21	1959.36	1.38	0.25	5127.54	0.345	2.62	2.94	3.8	0.69	1.4	2.1	0.83	1.40	1.45	0.5	9.16	0.29	45.675	45.68	2.00	3.14	0.88	23	9.1	210	23 ϕ 20 c/ 9,1 - 210 cm	OK	846.96	27.27	30.45	30.45	16	8.7	280	16 ϕ 20 c/ 8,7 - 280 cm	OK
	brita	0.05	P26	1360.12	1.67	0.25	2590.42	0.418	1.90	2.55	3.57	0.53	1.7	1.5	0.83	1.05	1.10	0.4	9.25	0.30	24.75	24.75	2.00	3.14	0.88	13	11.7	220	13 ϕ 20 c/ 11,7 - 220 cm	OK	385.48	12.41	28.05	28.05	15	11.4	200	15 ϕ 20 c/ 11,4 - 200 cm	OK
	Fbd	2.49	P32	2100.56	1.47	0.25	4686.05	0.368	2.23	3.15	3.62	0.62	1.5	2.1	0.83	1.55	1.60	0.6	11.34	0.37	50.4	50.40	2.00	3.14	0.88	26	8	240	26 ϕ 20 c/ 8 - 240 cm	OK	699.13	22.51	36	36.00	18	8.2	300	18 ϕ 20 c/ 8,2 - 300 cm	OK
	n1	2.25	P33	1567.41	1.38	0.25	4227.87	0.345	2.70	2.898	3.86	0.7	1.38	2.1	1.05	1.05	1.10	0.4	0.00	0.00	34.65	34.65	2.50	4.91	1.10	14	15.4	188	14 ϕ 25 c/ 15,4 - 188 cm	OK	931.14	29.98	22.77	29.98	12	11.6	260	12 ϕ 25 c/ 11,6 - 260 cm	OK
	n2	1
	n3	1
	fctd	1.11
RESUMO
	Sapata	d (m)	FS	Asap-min (m²)	Asap-real (m²)	a-calc (m)	b-calc (m)	d-calc (m)	d (m)	h (m)	L (m)	B (m)	Aderencia	Aderencia	Ф barra
	P19	1.10	1.058	2.9785044648	3.15	4.22	0.71	1.05	1.05	1.10	3.5	2.1	OK	OK	25
	P25	1.45	1.123	2.6169420147	2.94	3.8	0.69	0.83	1.4	1.45	3.5	2.1	OK	OK	20
	P29	1.10	1.339	1.9045522549	2.55	3.57	0.53	0.83	1.05	1.10	3.5	1.5	OK	OK	20
	P37	1.60	1.412	2.2308587167	3.15	3.62	0.62	0.83	1.55	1.60	3.5	2.1	OK	OK	20
	P38	1.10	1.074	2.6973655044	2.898	3.86	0.7	1.05	1.05	1.10	3.5	2.1	OK	OK	25