Cálculos de torque: série métrica

TORQUE ADMISSÍVEL [Kgf*m] - SÉRIE MÉTRICA
ITEM
BITOLA
Æ
TENSÃO ADMISSÍVEL = 90% DA TENSÃO DE ESCOAMENTO
AF
CL 4.6
CL 5.8
CL 8.8
CL 9.8
CL 10.8
CL 12.9
01
MA
5
13,614
0,294
0,490
0,784
0,882
1,103
1,323
02
MB
5
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
03
MA
6
19,333
0,501
0,835
1,336
1,503
1,879
2,255
04
MB
6
21,661
0,561
0,935
1,497
1,684
2,105
2,526
05
MA
8
35,441
1,225
2,041
3,266
3,675
4,593
5,512
06
MB
8
38,062
1,315
2,192
3,507
3,946
4,933
5,919
07
MA
10
56,318
2,433
4,054
6,488
7,299
9,124
10,948
08
MB
10
63,074
2,724
4,541
7,266
8,174
10,218
12,262
09
MA
12
81,993
4,250
7,084
11,334
12,752
15,939
19,127
10
MB
12
85,997
4,458
7,430
11,888
13,374
16,718
20,061
11
MA
14
112,523
6,805
11,342
18,147
20,416
25,520
30,624
12
MB
14
122,012
7,379
12,298
19,678
22,138
27,672
33,207
13
MA
16
152,268
10,594
17,656
28,250
31,782
39,727
47,672
14
MB
16
164,311
11,357
18,928
30,286
34,072
42,589
51,107
15
MA
20
240,047
20,740
34,566
55,307
62,220
77,775
93,330
16
MB
20
267,757
23,134
38,557
61,691
69,403
86,753
104,104

TORQUE ADMISSÍVEL [Kgf*m] - SÉRIE MÉTRICA
ITEM
BITOLA
Æ
TENSÃO ADMISSÍVEL = TENSÃO DE ESCOAMENTO
AF
CL 4.6
CL 5.8
CL 8.8
CL 9.8
CL 10.8
CL 12.9
01
MA
5
13,614
0,327
0,544
0,871
0,980
1,225
1,470
02
MB
5
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
03
MA
6
19,333
0,557
0,927
1,485
1,670
2,087
2,506
04
MB
6
21,661
0,624
1,038
1,664
1,872
2,338
2,807
05
MA
8
35,441
1,361
2,267
3,629
4,083
5,103
6,124
06
MB
8
38,062
1,462
2,435
3,898
4,385
5,481
6,577
07
MA
10
56,318
2,703
4,505
7,209
8,110
10,137
12,165
08
MB
10
63,074
3,027
5,045
8,073
9,083
11,353
13,624
09
MA
12
81,993
4,723
7,871
12,594
14,168
17,710
21,253
10
MB
12
85,997
4,948
8,255
13,209
14,860
18,575
22,290
11
MA
14
112,523
7,562
12,602
20,164
22,685
28,355
34,027
12
MB
14
122,012
8,199
13,665
21,865
24,598
30,746
36,896
13
MA
16
153,012
11,771
19,618
31,389
35,313
44,141
52,969
14
MB
16
164,311
12,619
21,031
33,651
37,857
47,321
56,786
15
MA
20
240,047
23,045
38,407
61,452
69,134
86,416
103,700
16
MB
20
267,757
25,705
42,841
68,546
77,114
96,392
115,671

TORQUE ADMISSÍVEL [Kgf*m] - SÉRIE MÉTRICA
ITEM
BITOLA
Æ
TENSÃO ADMISSÍVEL = 80% DA TENSÃO DE RUPTURA
T.AD. = 90% DA T.R.
AF
CL 4.6
CL 5.8
CL 8.8
CL 9.8
CL 10.8
CL 12.9
01
MA
5
13,614
0,436
0,544
0,871
1,103
1,225
1,470
02
MB
5
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
03
MA
6
19,333
0,742
0,927
1,485
1,879
2,088
2,506
04
MB
6
21,661
0,832
1,039
1,664
2,215
2,339
2,807
05
MA
8
35,441
1,815
2,268
3,629
4,593
5,104
6,124
06
MB
8
38,062
1,949
2,435
3,898
4,933
5,481
6,577
07
MA
10
56,318
3,604
4,505
7,209
9,124
10,137
12,165
08
MB
10
63,074
4,037
5,045
8,073
10,218
11,353
13,624
09
MA
12
81,993
6,297
7,871
12,594
15,939
17,710
21,253
10
MB
12
85,997
6,605
8,255
13,209
16,718
18,575
22,290
11
MA
14
112,523
10,082
12,602
20,164
25,520
28,356
34,027
12
MB
14
122,012
10,932
13,665
21,865
27,672
30,747
36,896
13
MA
16
152,268
15,695
19,618
31,389
39,727
44,141
52,969
14
MB
16
164,311
16,825
21,031
33,651
42,589
47,322
56,786
15
MA
20
240,047
30,726
38,407
61,452
77,775
86,417
103,700
16
MB
20
267,757
34,273
42,841
68,546
86,753
96,393
115,671

TORQUE ADMISSÍVEL [Kgf*m] - SÉRIE MÉTRICA
ITEM
BITOLA
Æ
TENSÃO ADMISSÍVEL = TENSÃO DE RUPTURA
AF
CL 4.6
CL 5.8
CL 8.8
CL 9.8
CL 10.8
CL 12.9
01
MA
5
13,614
0,545
0,680
1,089
1,225
1,361
1,634
02
MB
5
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
03
MA
6
19,333
0,928
1,159
1,856
2,088
2,319
2,784
04
MB
6
21,661
1,040
1,299
2,079
2,339
2,599
3,119
05
MA
8
35,441
2,268
2,835
4,536
5,104
5,671
6,804
06
MB
8
38,062
2,436
3,044
4,872
5,481
6,090
7,308
07
MA
10
56,318
4,505
5,631
9,011
10,137
11,263
13,517
08
MB
10
63,074
5,046
6,307
10,092
11,353
12,614
15,138
09
MA
12
81,993
7,871
9,839
15,743
17,710
19,678
23,614
10
MB
12
85,997
8,256
10,319
16,511
18,575
20,639
24,767
11
MA
14
112,523
12,603
15,735
25,205
28,356
31,507
37,808
12
MB
14
122,012
13,665
17,081
27,331
30,747
34,163
40,996
13
MA
16
153,268
19,618
24,522
39,237
44,141
49,046
58,854
14
MB
16
164,311
21,032
26,289
42,064
47,322
52,580
63,096
15
MA
20
240,047
38,408
48,009
76,815
86,417
96,019
115,222
16
MB
20
267,757
42,841
53,551
85,682
96,393
107,103
128,523




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