TABELA DE COBRE KG Metro

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

Dutos
	Nike Curitiba
	BITOLA	LADO MAIOR (cm)
	#18	210	300
	#20	141	210	
	#22	76	140
	#24	31	75
	#26	30	0
	PLANTA	EQUIPAMENTO	LARGURA	ALTURA	MAIOR	BITOLA	COMPRIMENTO	área	#18	#20	#22	#24	#26
	cm	cm	VALOR	m	m2
	SUPERIOR	40	25	40	#24	4.00	5.20				5.20	
	45	35	45	#24	4.00	6.40				6.40	
	65	35	65	#24	4.00	8.00				8.00	
	80	35	80	#22	4.00	9.20			9.20		
	100	35	100	#22	4.00	10.80			10.80		
	115	35	115	#22	4.00	12.00			12.00		
	130	35	130	#22	4.00	13.20			13.20		
	160	35	160	#20	15.00	58.50		58.50			
	35	30	35	#24	14.00	18.20				18.20	
	EXAUSTÃO	30	10	30	#26	9.00	7.20					7.20
	TÉRREO	25	10	25	#26	.00					.00
	30	45	45	#24	.00				.00	
	50	45	50	#24	.00				.00	
	70	45	70	#24	.00				.00	
	85	45	85	#22	.00			.00		
	100	45	100	#22	.00			.00		
	110	45	110	#22	.00			.00		
	125	45	125	#22	.00			.00		
	140	45	140	#22	.00			.00		
	155	45	155	#20	.00		.00			
	RAMAL MENOR	25	20	25	#26	.00					.00
	25	45	45	#24	.00				.00	
	35	45	45	#24	.00				.00	
	45	45	45	#24	.00				.00	
	PÉ DIREITO	200	45	200	#20	.00		.00			
	240	40	240	#18	.00	.00				
	INFERIOR	35	30	35	#24	.00				.00	
	35	50	50	#24	.00				.00	
	35	75	75	#24	.00				.00	
	35	100	100	#22	.00			.00		
	35	130	130	#22	.00			.00		
	35	160	160	#20	.00		.00			
	135	40	135	#22	.00			.00		
	RENOVAÇÃO	105	30	105	#22	.00			.00		
	65	30	65	#24	.00				.00	
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	0	0	0	0	.00	.00					
	COMPRIMENTO TOTAL	66.00
	
	SOMATORIA PARCIAL	.00	58.50	45.20	37.80	7.20
	
	PERDAS	20.00%
	T O T A L	#18	#20	#22	#24	#26
	Metragem (m²)	.00	70.20	54.24	45.36	8.64
	Massa (kg)	.00	533.52	341.71	231.34	34.56
	Quantidade de chapas	0	35.1	27.12	22.679999999999996	4.32
Cobre
	Massa (kg/metro)
	Polegada
inteira	Numerador
da
Polegada	Denominador 
da
polegada	Diâmetro
Externo
(Polegada)	Diâmetro
Externo
(mm)	Espessura
Parede
1/32" 	Metragem
de tubo
Parede
1/32" 0,79mm
(m)	Massa
(kg)	Espessura
Parede
1/16"	Metragem
de tubo
Parede
1/16" 1,59mm
(m)	Massa
(kg)
	Espessura (mm)	Espessura (mm)
	0.79	1.59
	0	1	8	1/8 ' 	3.18	0.053	0.0	0.000	-	-	-
	0	5	32	5/32 ' 	3.97	0.071	0.0	0.000	-	-	-
	0	3	16	3/16 ' 	4.76	0.088	0.0	0.000	-	-	-
	0	1	4	1/4 ' 	6.35	0.124	0.0	0.000	-	-	-
	0	5	16	5/16 ' 	7.94	0.159	0.0	0.000	0.282	0.0	0.000
	0	3	8	3/8 ' 	9.52	0.194	0.000	0.353	0.0	0.000
	0	7	16	7/16 ' 	11.11	0.230	0.0	0.000	0.424	0.0	0.000
	0	1	2	1/2 ' 	12.70	0.265	0.000	0.494	0.0	0.000
	0	9	16	9/16 ' 	14.29	0.300	0.0	0.000	0.565	0.0	0.000
	0	5	8	5/8 ' 	15.88	0.335	0.000	0.636	0.0	0.000
	0	3	4	3/4 ' 	19.05	0.406	0.0	0.000	0.777	0.0	0.000
	0	7	8	7/8 ' 	22.22	0.477	0.000	0.918	0.0	0.000
	1	0	0	1 ' 	25.40	0.547	0.0	0.000	1.059	0.0	0.000
	1	1	8	1 . 1/8 ' 	28.58	0.618	0.0	0.000	1.201	0.0	0.000
	1	1	4	1 . 1/4 ' 	31.75	0.689	0.0	0.000	1.342	0.0	0.000
	1	3	8	1 . 3/8 ' 	34.93	0.759	0.0	0.000	1.483	0.0	0.000
	1	1	2	1 . 1/2 ' 	38.10	0.830	0.0	0.000	1.624	0.0	0.000
	1	5	8	1 . 5/8 ' 	41.28	0.900	0.0	0.000	1.766	0.0	0.000
	1	3	4	1 . 3/4 ' 	44.45	0.971	0.0	0.000	1.907	0.0	0.000
	1	7	8	1 . 7/8 ' 	47.63	1.042	0.0	0.000	2.048	0.0	0.000
	2	0	0	2 ' 	50.80	1.112	0.0	0.000	2.189	0.0	0.000
	2	1	8	2 . 1/8 ' 	53.97	-	-	-	2.331	0.0	0.000
	2	1	4	2 . 1/4 ' 	57.15	-	-	-	2.472	0.0	0.000
	2	1	2	2 . 1/2 ' 	63.50	-	-	-	2.754	0.0	0.000
	2	3	4	2 . 3/4 ' 	69.85	-	-	-	3.037	0.0	0.000
	Total 1=	0.000	Total 2=	0.000
	PERDAS	0.00%
	Massa (kg)	0.000
Base Matriz
	1	#26
	2	#26
	3	#26
	4	#26
	5	#26
	6	#26
	7	#26
	8	#26
	9	#26
	10	#26
	11	#26
	12	#26
	13	#26
	14	#26
	15	#26
	16	#26
	17	#26
	18	#26
	19	#26
	20	#26
	21	#26
	22	#26
	23	#26
	24	#26
	25	#26
	26	#26
	27	#26
	28	#26
	29	#26
	30	#26
	31	#24
	32	#24
	33	#24
	34	#24
	35	#24
	36	#24
	37	#24
	38	#24
	39	#24
	40	#24
	41	#24
	42	#24
	43	#24
	44	#24
	45	#24
	46	#24
	47	#24
	48	#24
	49	#24
	50	#24
	51	#24
	52	#24
	53	#24
	54	#24
	55	#24
	56	#24
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	58	#24
	59	#24
	60	#24
	61	#24
	62	#24
	63	#24
	64	#24
	65	#24
	66	#24
	67	#24
	68	#24
	69	#24
	70	#24
	71	#24
	72	#24
	73	#24
	74	#24
	75	#24
	76	#22
	77	#22
	78	#22
	79	#22
	80	#22
	81	#22
	82	#22
	83	#22
	84	#22
	85	#22
	86	#22
	87	#22
	88	#22
	89	#22
	90	#22
	91	#22
	92	#22
	93	#22
	94	#22
	95	#22
	96	#22
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	98	#22
	99	#22
	100	#22
	101	#22
	102	#22
	103	#22
	104	#22
	105	#22
	106	#22
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	108	#22
	109	#22
	110	#22
	111	#22
	112	#22
	113	#22
	114	#22
	115	#22
	116	#22
	117	#22
	118	#22
	119	#22
	120	#22
	121	#22
	122	#22
	123	#22
	124	#22
	125	#22
	126	#22
	127	#22
	128	#22
	129	#22
	130	#22
	131	#22
	132	#22
	133	#22
	134	#22
	135	#22
	136	#22
	137	#22
	138	#22
	139	#22
	140	#22
	141	#20
	142	#20
	143	#20
	144	#20
	145	#20
	146	#20
	147	#20
	148	#20
	149	#20
	150	#20
	151	#20
	152	#20
	153	#20
	154	#20
	155	#20
	156	#20
	157	#20
	158	#20
	159	#20
	160	#20
	161	#20
	162	#20
	163	#20
	164	#20
	165	#20
	166	#20
	167	#20
	168	#20
	169	#20
	170	#20
	171	#20
	172	#20
	173	#20
	174	#20
	175	#20
	176	#20
	177	#20
	178	#20
	179	#20
	180	#20
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	182	#20
	183	#20
	184	#20
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	186	#20
	187	#20
	188	#20
	189	#20
	190	#20
	191	#20
	192	#20
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	194	#20
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	196	#20
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	198	#20
	199	#20
	200	#20
	201	#20
	202	#20
	203	#20
	204	#20
	205	#20
	206	#20
	207	#20
	208	#20
	209	#20
	210	#20
	211	#18
	212	#18
	213	#18
	214	#18
	215	#18
	216	#18
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	218	#18
	219	#18
	220	#18
	221	#18
	222	#18
	223	#18
	224	#18
	225	#18
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	256	#18
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	263	#18
	264	#18
	265	#18
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	268	#18
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	270	#18
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	297	#18
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	299	#18
	300	#18