Section 6 - Combined Stresses.pdf
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7/25/2019 Section 6 - Combined Stresses.pdf
1/133
SECTION 6 COMBINED STRESSES
Page 1 of 133
ECCENTRIC LOADING (NORMAL STRESSES)
DESIGN PROBLEM
361. I
. I 2500 .
2 . T
= 2 . . F AISI
C1022, , 3, ?
S:
2500=
2=
52.=
=
F AISI C1022, , 52= (T AT7).
0002626
2
52,====
23 ==
( ) 423
25212
3
12
.===
512
.==
5152512
... +=+=+=
=
( )( )
++=
42252
515152
3
1250000026
.
...,
++=
3251
5152
3
1250000026
.
..,
B :
8
56250 == .
( ) 8
718751625033 ==== ..
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SECTION 6 COMBINED STRESSES
Page 2 of 133
362. A 361 0 3000 .;
AISI 1045, , = 0.5 .
; 3. D = 2 S
.
S:
S L:
+=
1
F AISI 1045, (T AT 7).
59= 96=
4850 == .
S = 0.85
L () = 0.80
( )( ) 643248800850 ... ==
( ) 1500030002
1=+=
( ) 150003000
2
1==
5150512
... +=+=+=
+=
1
( )( )
++=
32 242
515150
3
11500
.
...
++=
3251
5150
3
11500
.
..
+=
1
( )( )
++=
32242
515150
3
11500
.
...
++=
3251
5150
3
11500
.
..
+=
1
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SECTION 6 COMBINED STRESSES
Page 3 of 133
++
+=
32 51
5150
3
1
64032
1500
00059
1500
2
1
.
..
,,
00751
5150
3
132
..
..=
++
B :
530.= ( ) 59153033 .. ===
U = 9/16 1 5/8
363. T 362, , 3 3 .
S:
( ) 0332
1==
( ) 3332
1=+=
+=
1
( )( )
++=
32242
515150
3
11500
.
...
( ) 051
5150310
32 =
++=
...
+=
1
( )( )
++=
32242
515150
3
13
.
...
++=
3251
5150
3
13
.
..
+=
1
++
+=
3251
5150
3
1
6432
30
2
1
.
..
.
44551
5150
3
132
..
..=
++
B :
59050.=
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 4 of 133
( ) 771515905033 .. ===
U = 5/8 1 13/16
364. A (S F. 8.3, T), SAE 1020, ,
9 . 16 3 .
. L = 3. () W = 0.75? () W ?
S:
.
T J.B. J
=
2
2
41
F SAE 1020, , ksisy 48=
61030=
T
( )111
48000
103022 21
622
1
2
=
=
=
2=
1089 ==
( ) 21610822 ===
=
( ) ( )[ ]64
68360
64
750
64
44444
..=
=
=
( ) ( )[ ] 22222 109375075044
.. ===
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SECTION 6 COMBINED STRESSES
Page 5 of 133
312501093750
64
68360
2
4
..
.
==
( )
=
=
=
2
2
32
2
2
2
236319
1
564246
10304
31250
21648
1
1093750
16
41
.
.
.
.
+=
50
2.==
3=
16=
16
3
48===
( )( )
+
==
64
68360
50316
363191
564246
164
2
2
.
.
.
.
3
2
222715
363191
564246
16
.
.
.
+
==
B
233.=
( ) 0094123331250 ... ==
111214
00941
2162>===
.
T E
2
2
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 6 of 133
( )
2
2
2
206580
31250
2163
00030.
.
,=
=
+=
( )( )3
2
4
2 22715206580
64
68360
5031620658016
..
.
.. +=
+=
8023.=
( ) 851528023750750 .... ===
T :
( ) 188125180233125031250 .... ===
1111821881251
216>==
.
U = 3 13/16 , = 2 13/16
.
F , E .
=
64
4
=
4
2
=
2504
1
4
642
4
.===
2
2
=
( )
2
2
2
13220
250
2163
00030.
.
,=
=
+=
( )( )3
2
4
2 48913220
64
503161322016
+=
+= .
..
B .
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SECTION 6 COMBINED STRESSES
Page 7 of 133
2213.=
( ) 8052502213250250 .... ===
111268805250
216>==
.
U = 3 .
365. T 364, 15 .
S:
E E:
( )( ) 360121522 ===
16=
3=
.
64
683604
.=
21093750 .=
31250.=
2
2
=
( )
2
2
2
074370
31250
3603
00030.
.
,=
=
+=
( )( )3
2
4
2 22715074370
64
68360
5031607437016
..
.
.. +=
+=
6243.=
( ) 71826243750750 .... ===
T :
( ) 1325162433125031250 .... ===
111191
13251
216>==
.
U = 3 5/8 , = 2 5/8
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 8 of 133
.64
4
=
4
2
=
250.=
2
2
=
k
LN
Es
e
e
( )
2
2
2
04760
250
3603
00030.
.
,=
=
+=
( )( )3
2
4
2 48904760
64
503160476016
+=
+= ..
.
B .
1583.= 3 3/16
( ) 789501583250250 .... ===
11127478950
216>==
.
U = 3 3/16 .
366. A : = 8 , = 20 . = 30
; 2024T4; = 2.6 . I
1 3/8 . D
. T
.
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 9 of 133
S:
A (2024T4), 47=
o30 =
o30=
( )
o30+=
o30 ==
=2
2
=
12
3
=
222
3066
o==
o301
=
21 +=
2
30630
oo +=
18
62
47===
.
8=
37518
31 .==
20=
2
30630
oo +=
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 10 of 133
( ) ( )( )2
3751
302086
3751
30818
.
.
oo+=
0483147524 2 = ..
8
7
58775 = .
274
8
31
8
75
.==
T, 8
75= ,
8
31=
367. A 15 . 2= 50,000 . A = 8 .
( 1= 0). S I
3 . T . S
.
S:
U C1020, , = 48
S F
+=
21
2
50000502 === ,
8=
3=
00030,=
2
=
( )( ) 360121522 ===
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 11 of 133
( ) ( )
( )( )
( )( )
+
00030
503
2
36028
1503
482 ,
F S M, 3
E F.S. S A. P, T B2, . 640,
WF S .T W360 51,
= 6450 2= 10 2
= 355 = 14
= 148 = 5.83
= 1.41 1084= 338.8 4
S,
( ) ( )
( )
( )( )
( )( )
+833800030
503
2
360
835
2
148
110
50348
2 .,
.
084748 .
T I W14 34 . (E )
= 10 2
= 14
= 5.83
= 338.8 4
368. T 367, 1= 50,000 .
S:
U C1020, , = 48
3=
00030,=
( )( ) 360121522 ===
T P
( )111
48
0003022 21
22
1
2
=
=
=
,
50000501 === ,
-
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SECTION 6 COMBINED STRESSES
Page 12 of 133
C J.B. J F
==
2
2
14
1
=
2
2
1
41
( )
( )
000304
36048
1
50348
2
2
,
2
254951
15048
.
F S M, 3E F.S. S A. P, T B2, . 640,
WF S .
T W310 21,
= 2690 2= 4.17
2
= 117 = 4.61
S,
( )
2614
254951174
150
48
.
..
( )
2614
254951174
15048
.
..
84748 .
C JB J F
111178614
360
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SECTION 6 COMBINED STRESSES
Page 13 of 133
CHECK PROBLEMS
369. A , F. 191, T, 10 7
. . I 1 .
6 .,
?
S:
+=
10=
102
67 =+=
32
6==
( )( ) 212612 ==
( )( ) 43
3612
612 ==
+=
( )( )( )29
36
31010
12
10.=+=
370. A (6061T6) C, ( F.
8.4, T). O T ( T
AT 1): = 1 1/16 , = 17/32, = 1/8, = 1/8. T 2 3/8 .
. () F = 3 ,
-
7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 14 of 133
( )? () A
?
S:
AA 6061T6, 40= (T AT 3)
S F. 8.4, (C) T
+=
+=
1
F T AT 1 (T)
( ) +=
( ) ( ) 22
22
1212
+++=
06251.=
531250.=
1250.=
1250.=
93750125006251 ... ===
F 1 :
( ) ( ) ( )
+
+=+
221
( )( ) ( )( )[ ] ( )( )
( )( )12505312502
1250
1250937502
93750125012509375012505312501
...
...
.....
+
+=+
401601 .=
66090401600625112 ... ===
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 15 of 133
339102
125040160
21 .
.. ===
192150401602
937501250
21 ..
.. =+=+=
( ) += ( )( ) ( )( ) 21836012500625112501250531250 ...... =+=
( ) ( ) 22
22
1212
+++=
( )( )( )( )( )
( )( )
( )( )( ) 42
22
2
020630192150937501250
12
937501250339101250531250
12
1250531250
....
.....
..
=+
++=
401601 .==
77662401603752 ... =+=
.
13
3
40===
( )( )
+==
020630
4016077662
18360
113
.
..
.
2182180 == .
. 40==
( )( )
+==
020630
4016077662
18360
140
.
..
.
6726720 == .
371. A C (F. 8.5 T) , ASTM
A2758 . T
12 . . T
: = 3 ., = 6 ., = 5 ., = == 1 . D = 6
.
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 16 of 133
S: 3=
6=
5=
1===
( ) ++=
( )( ) ( )( ) ( )( ) 21211165131 =++=
F 1 :
( )
+
+
=
2221
( ) ( )( ) ( ) ( )( )
+
+
=
2
1613
2
6116
2
115121
58321 .=
41735832612 .. ===
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 17 of 133
( )
417058322
116
2211 .. =
+=
+=
=
91722
14173
22 .. ===
08322
15832
21 .. ===
( )( ) 2
32
32
3
121212
+++
++=
( )( )( )( )( )
( )( )( )( )( )
( )( )( )( )( )2
32
32
3
08321512
1541701161
12
1161917213
12
13... +++
++=
4
9253 .=
F ASTM A2758 A C S
60=
106
60===
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 18 of 133
+=
1
58321 .==
58314583212 .. =+=
( )( )
+= 9253
583258314
12
1
10 .
..
7891278912 ,. ==
372. I (366), = ., = 2 ., = 2 ., = 18 ., = 60. T A B B
; AISI C1020, . W = 3
?
S:
R P. 366.
2
6
+=
+=
2
6
F AISI C1020, , 48= .
16
3
48===
50.=
2=
18=
o60=
( )( )
( )
( )( )
+=
2
250
60186
250
6016
.
.
5745740 == .
373. T 1= 2.1 ; = 0.5 ., = = = 2 ., =
18 .; AISI 1040, (10% ). T
2 A; 2 0 ,
-
7/25/2019 Section 6 - Combined Stresses.pdf
19/133
SECTION 6 COMBINED STRESSES
Page 19 of 133
. F = 1.5 S ,
2? A .
S:
50.=
2===
18=
121 .=
= 0 ( ) 21 +=++
++
+=
21
= 0 = 1
= 0 2=
F 02 = :
( )( ) 1910
2182
0122.
.=
++
+=
90911910121 ... ===
02 ==
( ) +==
( )( )
++
++=
21
02 =
-
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SECTION 6 COMBINED STRESSES
Page 20 of 133
( ) ( )( )[ ] =
++
++= 823
2182
0122218.
.
L 22 =
2823. +=
( ) ( )[ ]( )2
2 128212182
2122218
+=
++
++= ..
.
( )2
2 9108232
82312821
..
...+=
++=
2
823. =
( )2
2 9102
82312821
.
...=
+=
250 .==
F SAE AISI 1040 C D (10% W)
85=
54=
( ) ( )( ) 94585054 .. ===
+=
++
+==
( )( )( )
( )( )
( )( )
( )( )
++
++
=250
50
3
1
1910
945
85
250
50
3
1
112821
51
85 2222
.
..
..
...
.
78532 .=
376. A , = 12 . , 10. , 40, (=
10.75 ., = 10.02 ., = 3.67 .,= 11.908 2., = 160.7
4
.,= 29.9
3
.). T = 15 .; = 3; AISI C1015, . ()
U , () .
() J S ,
. () D . () S
.
-
7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 21 of 133
S:
F AISI C1015, .
545.=
61=
( ) 530615050 ... ===
7510.=
0210.=
12=
673.=
290811 .=
407160 .=
3929 .=
3=
.
A ()
( )( ) 288121222 ===
120578673
288
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7/25/2019 Section 6 - Combined Stresses.pdf
22/133
SECTION 6 COMBINED STRESSES
Page 22 of 133
( )( )
( )
=
000304
578545190811
2
21
,
...
0991
.
=
=2
15=
( )
2929
152
==
.
21 +=
20993
545 +=
.
.
8632486324 ,. ==
.
V : = , =
02
=
=
( )
=
=
2
+=
A = 0.80
( )( )( ) 7420800850530 .... ===
++
+=
( ) ( )
2529081929
15
7420
5450 .
...
.=
++==
2523
545.
.=
6740746 == .
.
S F
+=
21
2
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 23 of 133
3545
929
07160.
.
.===
( )( )
( )9635
673
35451522
..
.==
( )( )
1138200716000030
3
2
288
2 .., ==
2520
90811
3.
.==
+=
21
2
( ) 113820963512520545 .... +== 50022522 ,. ==
.
6740 .
377. A (367) 14. 193., I ( =
56.73 . ., = 15.5 ., = 15.710 ., = 2402.4 4., = 930.1
4., = 4.05 .). T , 40 . ,
(1= 0) . F = 12 . = 4,
2?
S:
U :
+=
21
2
442402 . ==
00030,=
12=
506. ==
( )( ) 960124022 ===
-
7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 24 of 133
148=
4= 27356 .=
7572
515
2.
.===
F C1020, , ,
48=
( )( )
( ) ( )( )
+==
4240200030
4
2
460
506
757121
7356
448
2 .,
.
.
.
( ) 1130802210705048 ... += 90010491042 ,. ===
378. A 14. 193., I (= 56.73
. ., = 15.5 ., = 2402.4 .4, = 930.1 .4, = 4.05 ., = 40
.). I 2 = 4 . ( 1=
0), 4? F = 15.71 .
S:
U :
+=
21
2
2=
27356 .=
4=
85572
7115
2.
.===
054. ==
00030,=
-
7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 25 of 133
41930 . ==
( )( ) 960124022 ===
4=
48=
( )( )( ) ( )( )
+==
1930000304
2960
054855741
7356448 22
2
.,
..
.
)22 181740554010705048 ... += 8806888682 ,. ==
379. T 378, 1= 0.5 2.
S:
12
2
2
21 +
+==
21 50 .=
( )7356
5018174055401
73564
48 22
2
.
...
.
++=
) 222 00881401817405540101763012 .... ++=
222 1817400097670026444012 ... +=
B T :
56682 .= 283450 21 .. ==
380. T (SAE 080) ( )
, = 2 ., = .,
. S T (
), . () W ?
E. () W = 3 ?
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7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 26 of 133
S:
F SAE 080, ksisy 40=
()
T
.
()
313
3
40.===
R :
==
( )( )250313
..
=
313.=
T:
2= , 50.=
( ) ( ) ( ) 275125050250 .... =+=+=
( ) ( )
+
+=
22
11
( ) ( ) ( ) ( )
+
+=
2
5025050502
2
1502507511
.......
678601 .=
3214167860212 .. ===
( ) ( ) 571405022
132141
2
12 ... ===
428602
5067860
21 .
.. ===
( ) ( ) 2323
1212
+++=
( )( )( )
( )( )( )2
32
3
4286050212
5025714050250
12
50250..
....
..+++
=
459.0 inI=
-
7/25/2019 Section 6 - Combined Stresses.pdf
27/133
SECTION 6 COMBINED STRESSES
Page 27 of 133
+=
678601 .==
67860.==
( )( )
+=590
67860678607511313
...
..
9416.=
COPLANAR SHEAR STRESSES
381. T 5 . T
SAE 1020, . T = 5000 ., = 3 ., = 0, = 5 .;
= 3. D D
3 .
S:0=
F SAE 1020, .
48=
60.=
3=
-
7/25/2019 Section 6 - Combined Stresses.pdf
28/133
SECTION 6 COMBINED STRESSES
Page 28 of 133
2
12
21
5
+=
212 =
21 2 =
[ ] = 0 ( ) ( ) ( ) ( ) +=+ 2222 21
0=
3=
3=
5=
5=
21 2 =
( )( ) ( ) ( )( ) ( )36055532324 22 +=+ o
2530 2 =
6
52 =
3
5
6
522 21 =
==
2
4
=
=
60.==
-
7/25/2019 Section 6 - Combined Stresses.pdf
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SECTION 6 COMBINED STRESSES
Page 29 of 133
=
60.
2
1
2
21
560
+
=.
( )
2
2
1
22
4
5
5
3
5
3
4860
+
=.
2
2
1
2
78540
17782
69
.
.
.
+
=
B .
8
56250 == .
F , t.
=
=
( )
852
5
5
62503
5
5
5
3
52
1
222
122
..
=
+
=
+
=
==
6250
852
3
48
.
.=
4
12850 == .
382. T 383, = 30.
-
7/25/2019 Section 6 - Combined Stresses.pdf
30/133
SECTION 6 COMBINED STRESSES
Page 30 of 133
S:
2
1
1
2
2
1120
52
5
+=
o
2
1
1
2
21 60
52
5
+
+=
o
[ ] = 0 ( ) ( ) ( ) ( ) +=+ 2222 21
( )( ) ( ) ( )( ) ( )36305530532324 22 +=+ oo ( ) 1514151257652130 2 ... +=+=
30
1514152
.+=
4720502
.. +=
94401
47205022 21
... +=
+==
=
60.==
=
60.
2
1
1
2
21 60
52
560
+
+
=
o.
-
7/25/2019 Section 6 - Combined Stresses.pdf
31/133
SECTION 6 COMBINED STRESSES
Page 31 of 133
( )
2
2
1
22
4
605
5944012
5
594401
3
4860
++
+
+
=
o..
.
2
212
7854.0
60cos944.0
121944.0
1
6.9D
DD
+++
+
=
o
B . 6410.=
S 8
56250 == . ( 381).
F t.
2
12
609440
1219440
1
+++
+=
o..
13253606250
9440121
6250
94401
2
12
..
.
.
.=
+++
+=
o
=
==
6250
13253
3
48
.
.=
16
5313250 == .
383. D , , F
= 1500 . = 18 . = 0. L ,
, 6, ; SAE 1020, ,
; = 2.5 . T
. T :
.
-
7/25/2019 Section 6 - Combined Stresses.pdf
32/133
SECTION 6 COMBINED STRESSES
Page 32 of 133
S:o0= , 6==
( ) 362
1==
41
+=
=
F SAE 1020, , 48= .
52.=
60.=
( )
5211
52
486060.
.
..====
( ) +=14
( ) ( ) 3185134 1 += .( )
+=
637501
.
( )750
252
4
5163750.
...+=+
+=
2
4
1 =
-
7/25/2019 Section 6 - Combined Stresses.pdf
33/133
SECTION 6 COMBINED STRESSES
Page 33 of 133
=
2
4
1
750252
5211
..
.
+
=
16
1168750 == .
==
750
252
52
48 .
.
.
+
=
68750
75068750
252
219
.
..
.
.
+
=
16
5=
384. T 383, = 45.
S:
5211.= , 219.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
34/133
SECTION 6 COMBINED STRESSES
Page 34 of 133
o
454
24
1
2
21
2
+
+=
( ) ( ) ( ) 3184551334 1 +=+= o.
( )
+=
6265201
.
( ) ( ) o
454
516265202
4
5162652022
2
....
++
+
+=
( )
+++
+=
614062501406250
6265202
2..
.
2812508437506
07030
2
2.
.. ++
+=
=
2
2
12
4
1
281250843750607030
5211
++
+
=
...
.
5940.=
59375032
19.==
2213281250593750
843750
593750
593750607030
2
12
...
.
.
.. =
++
+=
=
=219.
593750
2213219
.
.. =
int 2815.0=
4
1= .
385. T (381) SAE 1020 , ,
. SAE 1022 , . T .,
= 2 ., = 6 ., = 4 ., = 0. F 5 .
-
7/25/2019 Section 6 - Combined Stresses.pdf
35/133
SECTION 6 COMBINED STRESSES
Page 35 of 133
S:
P, SAE 1020, (T AT 7)
65=
135
65===
=
( )( ) 3152
1
4
313 .=
=
R, SAE 1022, (T AT 7)
54=
8105
54.===
774
4
4
3
810
4
2
2
.. =
=
=
774.=
F 381.
2
12
21
5
+=
21 2FF =
( ) ( ) =+ 21 222
( )( )( ) ( ) ( )652252222 22 =+
.. 625 2 =
2402 .=
( ) 48024021 .. ==
( ) ( )22
22774
5480 .. =
+=
lbskipsF 173,9173.9 ==
-
7/25/2019 Section 6 - Combined Stresses.pdf
36/133
SECTION 6 COMBINED STRESSES
Page 36 of 133
386. T 385, = 90.
S:
774.=
51
+=
21 2 =
( ) ( ) ( ) =+ 2222 21
( )( )( ) ( ) ( )[ ]452252252222 22 =+ ...
=225
0402 .=
0801 .=
5080774
+== ..
00017,=
-
7/25/2019 Section 6 - Combined Stresses.pdf
37/133
SECTION 6 COMBINED STRESSES
Page 37 of 133
387. T AISI 1020 , , I (AISI
1020, ) AISI C1015,
. T I .,
., = 8.5 ., = 11.5 . = 4.5 ., = 4 . F 2= 0,
1 = 2.5 .
S:
4
3=
2
1=
58.=
511.=
54.=
4=
P, AISI 1020 S, , 48=
R, AISI C1015, , ( ) 8376360 .. ==
219
52
48.
.===
1215
52
837.
.
.===
( ) ( ) 6222
1
4
3219 .. =
==
6864
3
412154
22
.. =
=
=
U
6864
3
41215
4
22
.. =
=
=
02 = ,
-
7/25/2019 Section 6 - Combined Stresses.pdf
38/133
SECTION 6 COMBINED STRESSES
Page 38 of 133
22
2
32
+
=
22
2
3
54
2
4
+
=
.
52.=
=
3
2
=
3
2
+=
+
3
22
31
( )
( )
52
3
542
5223
5458
2
1.
.
..
.
+=
+
8601 .=
860
1
.
=
3
=
60052
354.
.
. ==
+
+=
32
3
1
2
122
( )6003860
23860
11
2
1
2
12 ...
+
+
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
39/133
SECTION 6 COMBINED STRESSES
Page 39 of 133
13891 .=
13891686 .. ==
841 .= .
388. T 387, 1= 0, 2 .
S:
686.=
3
2 +=
( )32
=
+
=
2
32
32
( ) ( )
( )
+
=
3
542
522
3
542
3
54511
2
2.
....
716702 .=
-
7/25/2019 Section 6 - Combined Stresses.pdf
40/133
SECTION 6 COMBINED STRESSES
Page 40 of 133
2413
71670.
.=+=
241686 .. =
3875.=
NORMAL STRESSES WITH SHEARDESIGN PROBLEMS
389. T . L = 5 ., = 30,=1500 .; C1022, . () C
(5.1), T. () A
0.7, ()
, () . () C
.
S:
()
E. 51,6
23
= ,
<
4
3
[ ] = 0 ( ) ( ) ( ) ( ) +=+ 3392
( )( )( ) ( )( )( )2553015003301500318 . o
o
+=+
9070318 =+
39
=
3=
-
7/25/2019 Section 6 - Combined Stresses.pdf
41/133
SECTION 6 COMBINED STRESSES
Page 41 of 133
907018 =+
4477.=
F C1022, , 00052,=
6
23
=
6
000524477
23
,. ==
214480 .=
S
S 2
1= , UNC, 214190 .=
()
+=
( ) 76439000527014190
4477,,.
.
.=+=
( )( )
305214190
33015003===
.
o
()
M
21222
122
200052
3052
00052
76439
2
1
+
=
+
=
,,
,
2931.=
()
O
2
1222
122
300052
3052
00052
76439
3
1
+
=
+
=
,,
,
2961.=
()
M = 39,764 .
390. F , ( ) = 3,
( ); = 2.3 , = 0, = 17
., = 1 ., = 14 .; AISI 1015, . C ()
, () , ()
.
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
42/133
SECTION 6 COMBINED STRESSES
Page 42 of 133
S:
+=
12
5145151
12
... +=
12 093750 .=
( ) ( ) =++ 212
( ) ( ) ( )( )173251093750514512 11 ..... =++
216511 .=
216511 .==
76670
3
32
3
..===
F AISI 4015, . 545
.=
()
M
2
122
1
+
=
( ) 75225455050 .... ===
-
7/25/2019 Section 6 - Combined Stresses.pdf
43/133
SECTION 6 COMBINED STRESSES
Page 43 of 133
2
122
7522
76670
545
21651
3
1
+
=
.
.
.
.
212910 .=
22
129104
.==
40540.=
8
3=
()
5869176670
2
21651
2
21651
22
2
122
1
2
2....
=
+
+=
+
+=
=
1
=
3
54558691 ..=
210460 .=
22
104604
.==
3650.=
83=
()
27263
545
3.
.===
2
12
2726
76670
545
21651
3
1
+
=
.
.
.
.
2118740 .=
22
1187404
.==
38880.=
8
3=
-
7/25/2019 Section 6 - Combined Stresses.pdf
44/133
SECTION 6 COMBINED STRESSES
Page 44 of 133
392. T 390, 2 . 1
. .
S:
+=
12
514515112
... +=
12 093750 .=
( ) ( ) 12 2093750251 .. =
12 150 .=
( ) =++ 212
( ) ( ) ( )( )173251150162 11 ... =+
213311 .=
213311 .==
76670
3
32
3
..===
F AISI 4015, . 545.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
45/133
SECTION 6 COMBINED STRESSES
Page 45 of 133
()
M
2
1
22
1
+
=
( ) 75225455050 .... ===
2
122
7522
76670
545
21331
3
1
+
=
.
.
.
.
212890 .=
22
128904
.==
40510.=
8
3=
()
5843176670
2
21331
2
21331
22
2
122
1
2
2....
=
+
+=
+
+=
=
1
=
3
54558431 ..=
210450 .=
22
104504
.==
36480.=
8
3=
()
27263
545
3.
.===
2
12
2726
76670
545
21331
3
1
+
=
.
.
.
.
211860 .=
-
7/25/2019 Section 6 - Combined Stresses.pdf
46/133
SECTION 6 COMBINED STRESSES
Page 46 of 133
22
118604
.==
38860.=
8
3=
393. T 390, A; = 8
. T 12 . .
S:
2
22
36
+=
2
22
3
5146
+= .
7057.=
32
21
=
( )1
112 25461
70573
5142
3
2
.
.
.=
=
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
47/133
SECTION 6 COMBINED STRESSES
Page 47 of 133
( )
+=
3
228 21
( )( ) ( ) ( )
+=
3
51422546170572832 11
....
668201 .=
778707057
66.
. ===
+
+=
32
31
2
21
2
( ) ( ) ( )778703
32668202
3
3266820
2
22.
..
..
+
+=
35361.=
35361.==
()
2
122
1
+
=
F P 390.
21651.
=
545.=
7522.=
3=
2
122
7522
35361
545
21651
3
1
+
=
.
.
.
.
219570 .=
22
195704
.==
50.=
2
1=
()
10235361
2
21651
2
21651
22
2
122
1
2
2....
=
+
+=
+
+=
=
1
-
7/25/2019 Section 6 - Combined Stresses.pdf
48/133
SECTION 6 COMBINED STRESSES
Page 48 of 133
=
3
545102 ..=
213850 .=
22
138504
.==
420.=
16
7=
() ksisys 27.26=
2
12
2726
35361
545
21651
3
1
+
=
.
.
.
.
217420 .=
22
174204
.==
4710.=
2
1=
394. T SAE 1020, , SAE 1015,
. T = 20 , = 7 ., = 60. L ( ) 2.() D . () C
. () D
. I
? G , . (N
.)
S:
B: SAE 1020, , 48=
R: SAE 1015, , 63=
-
7/25/2019 Section 6 - Combined Stresses.pdf
49/133
SECTION 6 COMBINED STRESSES
Page 49 of 133
2=
()
B.
( )( )
+= 2
4
4=
( )
3335
12
43
.==
( )( )( )
3335
276020
4
6020
2
48
.
oo+===
2751.=
4
11=
()
62
12 =
21 3 =
( ) ( ) ( )( ) ( )( )360602263 21 oo +=+ ( )( ) ( ) ( )( )( ) ( )( )( )360207602022633 22 oo +=+
1022 .=
( ) 31610233 21 .. ===
2
5
6020
5===
7749
5
6020316
5
601 ..=+=+=
2
1
22
1
+
=
63=
M. : ( ) 531635050 ... ===
2
122
531
2
63
7749
2
1
+
=
.
.
233530 .=
-
7/25/2019 Section 6 - Combined Stresses.pdf
50/133
SECTION 6 COMBINED STRESSES
Page 50 of 133
22
335304
.==
6530.=
4
3=
O ,
37363
63
3.===
2
122
3736
2
63
7749
2
1
+
=
.
.
232920 .=
22
329204
.==
64740.=
4
3=
() S
( )
=
5
51.= , 48=
750.=
20=
( )
==
5
( )( )517505
6020
2
48
..
=
8060.=
8
7= 2
-
7/25/2019 Section 6 - Combined Stresses.pdf
51/133
SECTION 6 COMBINED STRESSES
Page 51 of 133
A 2 7/8 .
CHECK PROBLEMS
396. () I 5/8 . , = 0, = 14 . =
2 ., = 18 .,
= 10 . () F , ,
( ).
S:
-
7/25/2019 Section 6 - Combined Stresses.pdf
52/133
SECTION 6 COMBINED STRESSES
Page 52 of 133
+=
12
1822
12
+=
12 10 .=
( ) ( ) =++ 212
( ) ( ) ( )( )14102101822 11 =++ .
842531 .=
( )
52512
62504
84253
4
22
11 .
.
.====
( )
86510
62504
3
10
433 22
.
.
=
=
==
() ( )
54112865102
52512
2
2
1
222
1
2
2
...
=
+
=
+
=
( )
80418865102
52512
2
52512
22
2
1
222
1
2
2
....
=
+
+=
+
+=
()
N B, , 48= .
2
122
1
+
=
M. ; ( ) 24485050 === ..
-
7/25/2019 Section 6 - Combined Stresses.pdf
53/133
SECTION 6 COMBINED STRESSES
Page 53 of 133
2
122
24
86510
48
525121
+
=
..
9141.=
O ;
71273
483
.===
2
122
7127
86510
48
525121
+
=
.
..
1232.=
397. T , .
. .
S:
+=12
12
+=
1
1
2
2
+=
-
7/25/2019 Section 6 - Combined Stresses.pdf
54/133
SECTION 6 COMBINED STRESSES
Page 54 of 133
1
2
1
22
+=
11
2
2 04440750
50
182
2 .
.
.=
+=
( ) ( ) =++ 212
( ) ( ) ( )( )14102044401822 11 =++ .
49231 .=
( )
90437
7504
4923
21
1 .
.
.===
( ) ( )
269
5004
7504
2
10
2 2221.
..
=
+
=
+=
() ( )
068102692
90437
2
2
1
222
1
2
2
...
=
+
=
+
=
( )
02142692
90437
2
90437
22
2
1
222
1
2
2
....
=
+
+=
+
+=
()
2122
1
+
=
M. ; ( ) 24485050 === ..
2
122
24
269
48
904371
+
=
..
3842.=
O ;
71273
48
3 .===
2
122
7127
269
48
904371
+
=
.
..
6842.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
55/133
SECTION 6 COMBINED STRESSES
Page 55 of 133
398. W . ,
C1015, = 3; = 0, = 1 , = 9, = 14,= 9, = 12 .? C . C
.
S:
F , C1015, 63= .
21=
+
51951
21
..
=
+
21 7 =
o0=
( ) =++ 213
( )( ) ( ) ( )145195173 22 =++ ..
063102 .=
441707 21 .==
( )
===
2
1
7504
44170
.
.
-
7/25/2019 Section 6 - Combined Stresses.pdf
56/133
SECTION 6 COMBINED STRESSES
Page 56 of 133
( )
56590
7504
44 2
.
.
=
==
2
122
1
+
=
M. ; ( ) 531635050 ... ===
2
122
531
56590
633
1
+
=
.
.
913.=
O ;
37363
63
3.===
2
1
22
3736
56590
633
1
+
=
.
.
15=
399. T 2., UNC 20 .
T = 12 , = 60, = 0; = 24 ., = 20 ., = 15 .; AISI C1137 . () W ? () W
8 . 2 .
2 . ? (S 5.9, .) () W
? () C
, , .
S:
() =
20.=
2=
= 20
( ) 22020 .=
-
7/25/2019 Section 6 - Combined Stresses.pdf
57/133
SECTION 6 COMBINED STRESSES
Page 57 of 133
50=
() o60=
( ) ( )( ) o60= ( ) ( )( )2060122024 o=
30=
+=
=
=
F 2UNC2
502 .= W = 3 .
2512
52.
.==
( )
534332
34
2
.==
( )
847
53433251
25130 .
..
.=
+=
()
1423502
84750
..
.
=
+
=
+
=
16452
6012.
.
===
o
( ) ksiss
s3.1216.4
2
14.23
2
2
1
2
22
1
2
2
=
+
=
+
=
( )
87231642
1423
2
1423
22
2
1
222
1
2
2
....
=
+
+=
+
+=
() F C1137, , 55=
=
558723 =.
-
7/25/2019 Section 6 - Combined Stresses.pdf
58/133
SECTION 6 COMBINED STRESSES
Page 58 of 133
3042.=
M S:
50.=
( )5550312 .. =
2362.=
O ,
75313
55
3.===
2
122
1
+
=
2
122
7531
164
55
14231
+
= .
..
2692.=
400. T ., UNC ASTM
A325, ; = 26 ., = 6 ., = 4 ., = 0. T
0.6
(= , 5.8, ). W () , ()
? W = 1.5
HM ?
S:
F ASTM A325, HT, . UNC
88=
85=
( ) 51856060 === ..
-
7/25/2019 Section 6 - Combined Stresses.pdf
59/133
SECTION 6 COMBINED STRESSES
Page 59 of 133
2222
2
3
6
2
4
32
+
=
+
=
832.=
()
L , A
()
L , A
( )3212
=
( ) ( ) 111
2 70750362
832
32
.
.===
+=
+
3
2
3
22 12
( )( )( ) ( ) ( )
+=
+
3
6226
3
62832707502 11 ..
7531 .=
143
7533
1 .. =+=+=
F UNC, 214190 .=
29
14190
14===
.
.
51==
B HM C.
( ) ( )2
1
2
2
21
2
1
+
+++
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
60/133
SECTION 6 COMBINED STRESSES
Page 60 of 133
51==
0=
29=
30.=
( ) ( )2
1
2
2
21
2
1
+
+++
==
( ) ( ) ( )2
1
22
292
5130151
2
301
51
88
+
++
= .
.
.
630630 == .
401. T , A . .
S:
21 334001 .== (3/4 UNC)
2
214190
2
.== (1/2 UNC)
( )321
1
2
2
=
( )( ) ( ) ( )[ ]362334008321419012
...
=
12 30060 .=
+=
+
3
2
3
22 12
( )( ) ( ) ( )
+=
+
3
6226
3
62832300602 11 ..
26251 .=
( ) 582126253006030060 12 .... ===
F UNC.
653
26253
1 .. =+=+=
-
7/25/2019 Section 6 - Combined Stresses.pdf
61/133
SECTION 6 COMBINED STRESSES
Page 61 of 133
81633400
65.
.
.==
F . UNC,
2
1
2
2
22
323
+=
70670832
363.
. ===
( ) ( ) ( )
3671706703
582123
58212
12
2.... =
+=
6914190
3671.
.
.==
()
M. , .
() M. , .
816.=
51==
( ) ( ) ( )2
1
2
2
8162
5130151
2
301
51
88
+
++
===
..
.
.
1090091 == .
NORMAL STRESSES WITH TORSION
DESIGN PROBLEMS
402. A 70,000
., 50,000 ., 25,000 . T 3
. AISI C1030, . S
, = 3.3. C
.
S:
2
2
1
+=
= 000701 ,
363 ==
-
7/25/2019 Section 6 - Combined Stresses.pdf
62/133
SECTION 6 COMBINED STRESSES
Page 62 of 133
= 32840 .=
4
2
=
22
22304
2840
.
.
==
( ) 222
5144000702
36223000070
.,
., +=+=
00025,=
+=
2
=
4
2
=
64
4
=
32
324
+=
( ) ( )3
2
2
51440007032000254
.,, ++=
14720147138313132
++= ,,
14728313101471323 ++=
,,
( )333
6548254000501616
,,===
F AISI C1030, , 0004747 ,==
2
122
1
+
=
M
( ) 50023523475050 ,... ====
2
1
2
3
2
23
50023
648254
00047
147283131014713
33
1
+
++
=
,
,
,
,,
.
B ,
-
7/25/2019 Section 6 - Combined Stresses.pdf
63/133
SECTION 6 COMBINED STRESSES
Page 63 of 133
1254.=
O S
1402714273
47
3,. ====
21
2
3
2
23
14027
648254
00047
147283131014713
33
1
+
++
=
,
,
,
,,
.
B ,
1254.=
4
14=
403. T 402, 15 . D
, .
S:
18015 ==
( ) 222
63612000702
180223000070
.,
., +=+=
00025,=
+=
32
324
+=
( ) ( )3
2
2
636120007032000254
.,, ++=
798360147138313132
,,,++=
798368313101471323
,,,++=
M
2
1
2
3
2
23
50023
648254
00047
7983683131014713
33
1
+
++
=
,
,
,
,,,
.
B ,
1255.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
64/133
SECTION 6 COMBINED STRESSES
Page 64 of 133
O S
2
1
2
3
2
23
14027
648254
00047
7983683131014713
33
1
+
++
=
,
,
,
,,,
.
B ,
06255.=
4
15=
404. A , I II, 1 2,
, AISI 1045, . I = 8 ., = 24 ., = 20
., = 2 , . T
2.2
. T A B , Q . D
1 2.
S:
( )( ) === 40202
==+ 4021
21 =
2
22
1
11=
3232
42
2
41
1
=
42
2
41
1 248
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
65/133
SECTION 6 COMBINED STRESSES
Page 65 of 133
4
2
121 3
=
==+ 4021
4013
4
2
1
2 =
+
+
=
13
404
2
1
2
( )
+
=
+
=
13
120
13
340
4
2
1
4
2
1
4
2
1
4
2
1
1
2==+ =
248 =
3=
23 =+
50.=
51.=
+
=
+
==
13
1920
13
12016
16
4
2
131
4
2
1
4
2
131
4
2
1
31
1
1
( )
+
=
+
==
13
640
13
4016164
2
132
4
2
132
32
2
2
( )( )31
31
31
31
11
384851323232
====
.
( )( )3
2
3
2
3
2
3
2
22
3842450323232
==== .
F AISI 1045, , 55= ,
22.=
O S
-
7/25/2019 Section 6 - Combined Stresses.pdf
66/133
SECTION 6 COMBINED STRESSES
Page 66 of 133
2
122
1
+
=
7531
3
55
3
.===
2
122
1 11
+
=
2
12
4
2
131
4
2
12
31
137531
1920
55
384
22
1
+
+
=
.
.
2
12
4
2
131
4
2
12
31
13
251922242
22
1
+
+
=
..
.
2
122
2 21
+
=
21
2
4
2
132
2
32
137531
640
55
384
22
1
+
+
=
.
.
2
12
4
2
132
2
32
13
42622242
22
1
+
+
=
..
.
-
7/25/2019 Section 6 - Combined Stresses.pdf
67/133
SECTION 6 COMBINED STRESSES
Page 67 of 133
B ,
T2
1
1 2 A2
1
1 2.268 1.820 1.25
1.25 2.372 1.730 1.37
1.37 2.398 1.714 1.401.40 2.403 1.712 1.40
U 2
121 = ,
4
312 =
B 21 > , 2
121=
2532
1231312 112 ... =
==+=
2
132 =
405. T : =
5 ., = ., = 10 . T AISI C1040, . T
= 10,000 ., 1= 10,000 ., 2= 20,000 . U
, = 2.5,
.
S:32840 .=
22 22304
2840 .. =
=
( ) 2222
15112
102230
2
.
.===
B 1F
( ) ( )( )
1142965091511500010323233
2
31
1 +=+
=+
= ,.,
B 2
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SECTION 6 COMBINED STRESSES
Page 68 of 133
( )
333
22
8591012
10002032
32
,,
=
==
T,
( )
223
46525000204
,,
==
21 >
213 +=
332
85910111429650946525
,,,++=
1144652543740723
++= ,,
( )333
93050000101616
,,===
52.=
2
122
1
+
=
F AISI C1040, (F. AF 1) 48=
M , ( ) 24485050 === ..
2
1
2
3
2
23
00024
93050
00048
11446525437407
52
1
+
++
=
,
,
,
,,
.
952.=
O S
71273
48
3.===
2
1
2
3
2
23
71027
93050
00048
11446525437407
52
1
+
++
=
,
,
,
,,
.
952.=
03.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
69/133
SECTION 6 COMBINED STRESSES
Page 69 of 133
406. T , 2= 0.
S
02 =
02 = , 03 =
11429650931
+== ,
393050
,=
52.=
M , ( ) 24485050 === ..
2
1
2
3
2
3
00024
93050
00048
114296509
52
1
+
+
=
,
,
,
,
.
3=
O S
71273
48
3.===
2
1
2
3
2
3
71027
93050
00048
114296509
52
1
+
+
=
,
,
,
,
.
9972.=
03.=
CHECK PROBLEMS
407. T : =
2 ., = 4 ., = ., = 2 ., = 6 ., = 8 ., = . T
= 8000 . 1 = 8000 ., 2 = 16,000 . D
, : () A
B (= 45), () M N, () G.
-
7/25/2019 Section 6 - Combined Stresses.pdf
70/133
SECTION 6 COMBINED STRESSES
Page 70 of 133
S:
B 2 :
( )( )
( )
27915
2
75000016323233
22 ,
.,===
T
( )
( )
5093
2
000164422
23 ===
,
B 1
3
2
1
1
232
+
=
.
( )
( )
5093
2
8000161633
===
( ) 8920222302230 22 ... ===
(A) 628 ===
( )( ) ( )
( ) 76440
2
2
689204800032
3
2
1 ,
.
=
+
=
A
( ) ( ) 11423452791576440509345213 ,,, =+=+= oo
M. S
( ) 629125093211423
2
2
1
2
22
1
2
2
,, =
+
=
+
=
M. N
( )
1862450932
11423
2
11423
22
2
1
222
1
2
2
,,,
=
+
+=
+
+=
O S S
-
7/25/2019 Section 6 - Combined Stresses.pdf
71/133
SECTION 6 COMBINED STRESSES
Page 71 of 133
( ) ( ) ( )[ ] 6621150933114233
23
3
22
122
2
122 ,, =+=+=
A B:
( ) ( ) 92812509345279157644045 321 ,,, === oo
M. S
( )
822950932
92812
2
2
1
2
22
1
2
2
=
+
=
+
=
,
M. N
( )
6931450932
92812
2
92812
22
2
1
222
1
2
2
,,,
=
+
+=
+
+=
O S S
( ) ( ) ( )[ ] 37875093392812323322
1
222
1
22 ,, =+=+=
(B)
7574
18 .===
( )( ) ( )
( ) 77840
2
2
75789204800032
3
2
1 ,
..
=
+
=
M
5923027915778405093213 ,,, =+=+=
M. S
( )
1221650932
59230
2
2
1
222
1
2
2
,,
=
+
=
+
=
M. N
( )
4183150932
59230
2
59230
22
2
1
2
22
1
2
2
,,,
=
+
+=
+
+=
O S S
( ) ( ) ( )[ ] 009155093359230323
32 21222
122 ,, =+=+=
A N:
4062050932791577840321 ,,, ===
M. S
-
7/25/2019 Section 6 - Combined Stresses.pdf
72/133
SECTION 6 COMBINED STRESSES
Page 72 of 133
( )
4031150932
40620
2
2
1
2
22
1
2
2
,,
=
+
=
+
=
M. N
( ) 606215093240620
240620
22
2
1
2
22
1
2
2
,,, =
+
+=
+
+=
O S S
( ) ( ) ( )[ ] 4801050933406203
23
3
22
122
2
122 ,, =+=+=
(C) A G.
628 ===
( )( ) ( )
( )
74640
2
2
289204800032
3
2
1 ,
.
=
+
=
( ) ( ) 82617302791574640509330213 ,,, =+=+= oo
M. S
( )
2651050932
82617
2
2
1
222
1
2
2
,,
=
+
=
+
=
M. N
( )
1781950932
82617
2
82617
22
2
1
222
1
2
2
,,,
=
+
+=
+
+=
O S S
( ) ( ) ( )[ ] 937650933826173
23
3
22
122
2
122
=+=+= ,
411. A 4. 20 . T 2/3
; AISI 8630, WQT 1100 F, =3. U
2000 ?
S:
F AISI 8630, WQT 1100F, 125=
23432
+=
3
16
=
3
2=
20=
-
7/25/2019 Section 6 - Combined Stresses.pdf
73/133
SECTION 6 COMBINED STRESSES
Page 73 of 133
4=
( )
( )
( )59155110610
4
204
4
3
232
23 .. +=+
=
( )
079604
16
3 .==
B .
( ) 5621255050 ... ===
2
122
1
+
=
2
122
562
07960
125
59155110610
3
1
+
+=
.
...
== 000213213 ,
( )( )
6762
00063
2000000213
00063===
,
,
,
412. T 411, 2 .
S:
( ) ( )2244432
+
=
( )
( ) ( )[ ]
( )
( ) ( )[ ] 612212520524204
524
43
232
2244 ....+=
+
=
( )( )
( ) ( )[ ]
09390
524
416164444
..
=
=
=
2
122
1
+
=
2
1
22
562
09390
125
612212520
3
1
+
+=
.
...
==
000177177 ,( )( )
561900063
2000000177
00063===
,
,
,
413. A , , AISI 4130, OQT 1100 F, OD 3 . ID 2
. I 1500 1200 ,
40,000 . = 10 .
T 10 . U ,
-
7/25/2019 Section 6 - Combined Stresses.pdf
74/133
SECTION 6 COMBINED STRESSES
Page 74 of 133
() , () ,
() . () A N
.
S:
F , AISI 4130, WQT 1100F,
114= (T AT 7)
( )
=== 75078
1200
15000006300063,
,,
4
13=
2
12=
( ) ( ) ( )[ ] 9620522534
28404
28402222 ..... =
=
=
8
2
1
+= (T AT 8)
12010 ==
( ) =+= 73241
8
120962000040
2
,.
,
( ) ( )2244432
+
=
( )( )
( ) ( )[ ]( )
( ) ( )[ ] 00022
52253
000104
52253
25373241322244
,..
,
..
.,=
+
=
( )( )( )
( ) ( )[ ]
97817
52253
2537507816164444
,..
.,=
=
=
(A) ( ) 07621978172
00022
2
2
1
222
1
22
,,,
=
+
=
+
=
(B) ( )
07632978172
00022
2
00022
22
2
1
2
22
1
2
2
,,,,
=
+
+=
+
+=
(C)( )
704207621
1145050.
.
..====
554307632
114.
.===
(D)
2
122
1
+
=
82653
114
3.===
-
7/25/2019 Section 6 - Combined Stresses.pdf
75/133
SECTION 6 COMBINED STRESSES
Page 75 of 133
2
122
8265
97817
114
0221
+
=
.
..
992.=
VARING STRESSES COMBINEDDESIGN PROBLEMS
414. T F ( )
424.2 . 141.4 .; = 20 ., = 15 ., 2= 1.21, =
0.1251, = 45; SAE 1040, 10% ,
= 1.5. C 1 S
; .
S:
F SAE 040, 10% W
54=
85=
5741
1
85
54
.==
5741
1
.==
850.=
S R FW 12501 .==
2112 .==
F. AF 12
541.=
271.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
76/133
SECTION 6 COMBINED STRESSES
Page 76 of 133
A 1=
( ) ( )( ) =+=+= 11111
541.=
271.=
F:
2424. =
4141. =
( ) ( ) 4141414124242
1
2
1... ==+=
( ) ( ) 8282414124242
1
2
1... =+==
22 22304
2840 .. =
=
22
22
1
+=+=
( )( ) ( ) 2
22
64428282
202330204141
.
.. +=+=
( )( ) ( ) 2
22
64456562
202330208282
.
.. +=+=
( ) =
( )( )( ) == 150015454141 o. ( )( )( ) == 300015458282 o.
3
32
=
( )
4548062864428283233
2
+=+
= ,.
( )
4546125764456563233
2
+=+
= ,.
3
16
=
( )33
7640150016
==
( )33
28015300016
,==
-
7/25/2019 Section 6 - Combined Stresses.pdf
77/133
SECTION 6 COMBINED STRESSES
Page 77 of 133
+=
333
6842728015
850
2717640
5741
1
,,
.
.
.=
+
=
+=
111168112245461257
850
54145480628
5741
1333
+=
+
+
+=
,,
.
.,
.
2
122
1
+
=
ns
es
n
e
s
s
s
s
N
M , ( ) 00027000545050 ,,.. ===
2
1
2
3
2
3
00027
68427
00054
1111681122
51
1
+
+
=
,
,
,
,
.
16
9156251 == .
O S.
177313
00054
3,
,===
2
1
2
3
2
3
17731
68427
00054
1111681122
51
1
+
+
=
,
,
,
,
.
551.=
16
91=
8
51=
417. A , SAE 1045, ,
1600 600 . T
40,000. D = 3
. S . U S
.
-
7/25/2019 Section 6 - Combined Stresses.pdf
78/133
SECTION 6 COMBINED STRESSES
Page 78 of 133
S:
F SAE 1045, , 59= , 96=
4850 == .
2291
1
59
48
.===
A 1==
2=
F :
0=
=
( ) ( )
=+=+= 10
2291
1
.
( )( )( )
( )[ ] 3444432554
2
2000403232
,,=
=
==
F :( )
=== 000168
600
16000006300063,
,,
+=
0=
=
( )( )( )
( )[ ] 3444482592
2
200016816
2291
116
2291
1
,,
..=
=
==
M , ( ) 00024000485050 ,,.. ===
2
12
3
2
300024
82592
00048
32554
51
1
+
=
,
,
,
,
.
2952.=
252.= , 542 .==
O S.
713273
00048
3,
,===
2
1
2
3
2
3 71327
82592
00048
32554
51
1
+
=
,
,
,
,
.
202.=
252.= , 542 .==
-
7/25/2019 Section 6 - Combined Stresses.pdf
79/133
SECTION 6 COMBINED STRESSES
Page 79 of 133
S S 4
12= ,
2
14=
418. A
30 15 30 ,
25 15 25 ;
40 ; AISI 2340, OQT 1000 F; = 1.5. D
() ; () .
S:
F AISI 2340, OQT 1000F. ksisy 120= , ksisu 137=
( ) ksiss un 5.681375.05.0 ===
7521
1
120
568
.
.===
A 1==
( ) =+= 52215302
1.
( ) == 5715302
1.
( ) =+= 2015252
1
( ) == 515252
1
( ) ( )232323
5122940452232432
+=+=+=
.
( )333
76573232
===
.
( )333
102201616
===
( )333
52551616
.===
23323
2922076
850
151229
7521
1
+=
+
+=+= ..
333
88525
850
1102
7521
1
=
+
=+=
.
..
() M , ( ) 25345685050 .... ===
-
7/25/2019 Section 6 - Combined Stresses.pdf
80/133
SECTION 6 COMBINED STRESSES
Page 80 of 133
2
1
2
3
2
23
2534
88
568
29220
51
1
+
+
=
...
931.=
2= ,
O S.
55393
568
3.
.===
2
1
2
3
2
23
5539
88
568
29220
51
1
+
+
=
...
inD 909.1=
inD 2=
419. T ,
.
S:
61.=
31.=
23323
2927476
850
6151229
7521
1
+=
+
+=+=
.
.
.
333
97525
850
31102
7521
1
=
+
=+=
.
.
.
.
() M , ( ) 25345685050 .... ===
2
1
2
3
2
23
2534
97
568
29274
51
1
+
+
=
...
042.=
2=
() O S.
55393
568
3.
.===
-
7/25/2019 Section 6 - Combined Stresses.pdf
81/133
SECTION 6 COMBINED STRESSES
Page 81 of 133
2
1
2
3
2
23
5539
97
568
29274
51
1
+
+
=
...
022.= 2=
CHECK PROBLEMS
420. A 2. AISI 1144, , 200 600
. I , = 4.62 = 1.68
. C
.
S:
F AISI 1144, E T, , 83= , 118=
( ) 591185050 === ..
4071
1
83
59
.==
( )( ) == 211012. , ( )( ) == 81610681 ..
( )
==== 2100021
600
2000006300063,
,,
T AT 13
02.= , 61.=
+=
0= , 0=
=
( )( )
842
2
8163202
3233
..
. =
=
==
+=
= ,
0=
-
7/25/2019 Section 6 - Combined Stresses.pdf
82/133
SECTION 6 COMBINED STRESSES
Page 82 of 133
( )
( )
59
2
2116
4071
11633
..
=
=
==
M , ( ) 529595050 ... ===
2
1
221
+
=
2
122
529
59
59
8421
+
=
.
..
26.1=N
O S. ( ) psiss nns 05.3459577.0577.0 ===
2
122
05.34
5.9
59
8.421
+
=N
261.=
421. I (), = 3000 . ; = 16 ., =
12 ., = 7 . T = 2500 .
. T
1. , UNC , AISI C1137, ,
4600 . T 2 . ()
C , ()
( ),
.
S:
F AISI C1137, , 50= , 85=
( ) 542855050 ... ===
82.= (T AT 12)
17651
1
50
542
.
.===
20.=
( )( )1204600 .=
-
7/25/2019 Section 6 - Combined Stresses.pdf
83/133
SECTION 6 COMBINED STRESSES
Page 83 of 133
2300023 == ,
F 1 , UNC26060 .=
N: 51.=
+=
= ,
=
( )25540
514
6060
6060
2
.
..
.=
+
=+
=+
33000 ==
522500 .==
()
V, M E = 0, >
( ) ( )( ) +=
( ) ( )( )75203712 .. +=
77. =
( ) ( )( ) =
( ) ( )( )75203712 .. =
70. =
( )( ) 9712554077 ... ==
( )( ) 1802554070 ... ==
972497123 .. =+=+=
182318023 .. =+=+=
( ) ( ) 124182397242
1
2
1... =+=+=
( ) ( ) 90182397242
1
2
1... ===
839
6060
124.
.
.===
51
6060
90.
.
.===
-
7/25/2019 Section 6 - Combined Stresses.pdf
84/133
SECTION 6 COMBINED STRESSES
Page 84 of 133
+=
1
82.= , 850.= , F = 0.80
( )( )( ) 928542800850 .... ==
( )
928
5182
50
8391
.
...+=
061.=
() H:
( ) =
( ) ( )( )73712 =
24.=
( )( ) 07312554024 ... ==
124073123 .. =+=+=
839
6060
124.
.
.===
=
0=
( )
83330839
17651
1..
.=+=+=
S:
0=
( ) 522
1. ==
0=mss
134
6060
52.
.
.===
( )( )
864
850
134010 .
.
..=+=+=
2
122
1
+
=
( ) 25215425050 .... === ,
2122
2521
864
542
83331
+
=
.
.
.
.
211.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
85/133
SECTION 6 COMBINED STRESSES
Page 85 of 133
422. T , (), 0 3 . T
A B . T AISI 1045,
; 1= 2, 2= 2.5, = 15, = 10, = 20 . F ,
. D
. I
I II. W 100% ?
S:
=
( )( ) == 45153
=+ 4521
21=
42
2
41
1
=
( )
( )
( )
( )42
4
1
52
20
2
10
.
=
21 81920 .=
=+ 4581920 22.
kipsinT = 74.242
( ) === 272074248192081920 21 ....
( ) ==== 141027202
1
2
1111 ..
( ) ==== 371274242
1
2
1222 ..
3
16
==
( )
( )
466
2
1410161633
1
111 .
.====
-
7/25/2019 Section 6 - Combined Stresses.pdf
86/133
SECTION 6 COMBINED STRESSES
Page 86 of 133
( )
( )
034
52
3712161633
2
222 .
.
.====
3==+
=
( ) ( )2010 = 2=
32 =+
1=
2=
( )( ) ==== 20102
== 20
=== 102
1
332
==
( )
( ) 7312
2
1032311
.===
( )
( ) 526
52
1032322
..
===
U (1)
466.= , 7312.=
466.= , 7312.=
1150 .=
1501
.=
, 251
02
52
1
2 ..
.===
51.= , 251.= (F AF 12)
( ) 3002150150 1 ... ===
9680
30
0101
1
1
1.
.
. =
+
=
+
=
( ) ( ) 48411151968011 ... =+=+=
( ) ( ) 242111251968011 ... =+=+=
P K
61.= , 31.=
N
-
7/25/2019 Section 6 - Combined Stresses.pdf
87/133
SECTION 6 COMBINED STRESSES
Page 87 of 133
( )( )( ) 912001614841 .... ==
( )( )( ) 312001312421 .... ==
F AISI 1045, , 59= , 96=
4850 == .
2291
1
59
48
.===
850.= , 850.=
( )( ) ( )
( )
( )( )
8443
850850
7312917312
2291
1.
..
...
.=+=+=
( )( ) ( )
( )
( )( )
8816
850850
46631466
2291
1.
..
...
.=+=+=
M , ( ) 24485050 === ..
2
122
1
+
=
2
122
24
8816
48
84431
+
=
..
870.=
O S. ( ) 7274857705770 ... ===
2122
727
8816
48
84431
+
=
.
..
910.=
N 100% , < 100.
423. A , . A .
AB. T 2 0 5 ,
. A = 8
; = 2, 2= 2.5, = 2, = 5, = 0.5, = . T AISI C1040, .
W 1 2.5 ? A 2
.
-
7/25/2019 Section 6 - Combined Stresses.pdf
88/133
SECTION 6 COMBINED STRESSES
Page 88 of 133
S:
AISI C1040, , 48= (F. AF 1), 80=
4050 == .
21
1
48
40
.==
F : 12502250 .. ==
22.=
, 61.=
010.= ()
12502
250.
.==
9260
1250
0101
1
1
1.
.
. =
+
=
+
=
( ) ( ) 1121122926011 ... =+=+=
( ) ( ) 5611161926011 ... =+=+=
A
213 +=
B 2 :
==2
( )( )
( ) ( )( )
044
6
2250
32
2
505
632
2323
22 .
.
.=
=
=
( )
( ) ( )( )
8912250
4
2
5
4
22
2
3 ..
=
=
=
( )( )
( ) ( )( )123
1
23
11 088
6
2250
32
2
5
632
.
.=
=
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
89/133
SECTION 6 COMBINED STRESSES
Page 89 of 133
( )
( ) ( )( )
705
6
2250
16
2
8
616
2323 .
.=
=
=
152088044088891 11213 ..... =+=+=
11 088 . ==
( ) ( ) 0810881520880882
1
2
1111 ..... =+=+=
( ) ( ) 0811520880882
1
2
111 .... =+==
781746 1 .. =
+=
=
0=
( ) 7547521
1..
.==
52.=
O S T
( )
082340577057703
... ====
2
122
1
+
=
2
1
22
1
0823
754
40
781746
52
1
+
=
.
...
.
321 .=
POWER SCREWS
424. D , ,
5 . T 18 . T AISI C1035,
, 3.3 .
-
7/25/2019 Section 6 - Combined Stresses.pdf
90/133
SECTION 6 COMBINED STRESSES
Page 90 of 133
S:
AISI C1035, , 55=
616
33
55.
.===
( )( ) 1025 == 2
60340616
10
.
.===
22
603404
.==
8760.=
1 , 0001.=
18=
362 ==
( ) 125000018
1
8
1.. ===
402881250
36>==
.
T:
( )104
55
0003022 21
22
1
2
=
=
=
,
U , E 104>
2
2
=
( )2
62
3633
103000010
.,
=
14444064
4
.==
311.=
1 , 4001.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
91/133
SECTION 6 COMBINED STRESSES
Page 91 of 133
425. () F ,
1800 ? () C . L
. D
. () W
? I 150
. , ?
S:
()
T/ = 2.5
401.=
4052
1.
.==
1=
( ) 57514017512
1... =+=
( )o
6245751
4001 ..
. =
=
15.0=f
150. == o538.=
( )
( )
+
=
( )
( )401751
624538000101800
..
..,
+=
3016.=
3216243016 ... === o
51.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
92/133
SECTION 6 COMBINED STRESSES
Page 92 of 133
() A ASTM 20. 32= , 20= , 5=
465
32.==
4520 ==
=
( )51
1046
..
=
330.=
33041 .. >=
4
3
1=
U .
M: M, .
() 8
7= (B )
( ) ( )( )
( )
=+=+= 8416245382
575110
2...
.
=
150150 .==
150841 .. =
312.=
426. A , 1 . , 6000 . T
AISI C1022, ,
0.15. T 15 . () C
= ,
. () I ,
. W
? () W 20.
? () F
500 . () W
?
-
7/25/2019 Section 6 - Combined Stresses.pdf
93/133
SECTION 6 COMBINED STRESSES
Page 93 of 133
S:
F T AT 7,
AISI C1022, , = 52
= 6000 = 6
F 1 , = 1.0 , T/. = 3.5
= 0.15
()
W = = 15
( ) 1250018
1
8
1.. ===
1201250
15==
.
T AISI C1020;
( )
10752
0003022 21
22
1
2
=
=
=
,
U , E 107>
( )2
2
==
( )2
2
==
E
2
4
==
( )
( ) 647
01
642
..
==
D
( )2
2
=
-
7/25/2019 Section 6 - Combined Stresses.pdf
94/133
SECTION 6 COMBINED STRESSES
Page 94 of 133
( )
( )2
2
120
00030647
,.
=
692.=
() W = 2= 30
240125030 ==.
T AISI C1020;
( )107
52
0003022 21
22
1
2
=
=
=
,
U , E 107>
( )2
2
==
( )2
2
==
E
2
4
==
( )
( ) 647
01
642
..
==
D
( )2
2
=
( )
( )2
2
240
00030647
,.
=
6730.=
() F 20. =
( )+= 2
2857053
1.
.===
( ) 125100125121 ... =+=
( )o
6241251
2857011 ..
. ===
150. == o538.=
6000=
-
7/25/2019 Section 6 - Combined Stresses.pdf
95/133
SECTION 6 COMBINED STRESSES
Page 95 of 133
( )+== 2
( ) ( )
( )6245382
1251600020 ..
.+=
4339.=
()
L= = 500 , = 6000 , = 1.25 , = 1.00 .
= , = .
( )
22
4
=
( )
( ) ( )[ ] 22 00125160004
500..
=
27=
T
( )( ) 772857027 .. ===
() T .
( )= 2
( )( )( )624538
2
12516000..
.=
.. = 7230
427. A , 2 . , 24,000 .
. T 16 .
AISI C1040, . () W
? I ? () W = 0.15? () W ? () W
?
S:
F 2 . , = 2 , = 1.612 , T/. = 2.25 T 8.1
W = 24,000 = 24 , = 16
()
F , = = 16 .
F AISI C1040, , F AF1, = 47.5
T,
( ) 2015061218
1
8
1.. ===
( )112
547
0003022 21
22
1
2
=
=
=
.
,
T
11247920150
16
-
7/25/2019 Section 6 - Combined Stresses.pdf
96/133
SECTION 6 COMBINED STRESSES
Page 96 of 133
( )
=
2
2
41
( )
=
2
2
2
4
1
4
( )
( ) ( )
( )
=
000304
47954716121
244
2
22
,
...
7415.=
037415
547.
.
.===
()
T
( )+= 2
44450252
1.
.===
( ) 806161210022
1... =+=
( )o484
8061
4445011.
.
. ===
150. == o
538.= 00024,=
( )+= 2
( )( )484538
2
806100024..
.,+=
= 5008
()
T .
( )=
2
( )( )484538
2
806100024..
.,=
. =1535
428. () A 2., 20 . A
0.10 0.15.
-
7/25/2019 Section 6 - Combined Stresses.pdf
97/133
SECTION 6 COMBINED STRESSES
Page 97 of 133
W ? W ? W
? () T ()
. () T () .
S:
T 8.1, 2 . , = 2 , = 1.612 , T/ = 2.25
() S? A T .
( ) 806161210022
1... =+=
44450252
1.
.===
( )o484
8061
4445011.
.
. ===
I= 0.10
100. == o715.=
I = 0.15
150. == o538.=
S , .
( )+= 2
20=
( )+= 2
( )( )484538
2
806120..
.+=
= 1734.T .
( )= 2
( )( )484538
2
806120..
.=
.. = 2791
() S? A T .
88890252
22 .
.===
( )o9048
8061
8889011 ..
. ===
I= 0.10
100. == o715.=
I= 0.15
-
7/25/2019 Section 6 - Combined Stresses.pdf
98/133
SECTION 6 COMBINED STRESSES
Page 98 of 133
150. == o538.=
S , .
( )+= 2
20=
( )+= 2
( )( )9048538
2
806120..
.+=
= 6715.
T = 0
()
S? A T .
33331252
33 .
.===
( )o22413
8061
3333111.
.
. ===
I= 0.10
100. == o715.=
I= 0.15
150. == o538.=
S , .
( )+= 2
20=
( )+= 2
( )( )22413538
2
806120..
.+=
= 2077.
T = 0
429. T 8.23, . A
50%.
S:
( )
+
+=
F ,> , + > 2T,
-
7/25/2019 Section 6 - Combined Stresses.pdf
99/133
SECTION 6 COMBINED STRESSES
Page 99 of 133
2
-
7/25/2019 Section 6 - Combined Stresses.pdf
100/133
SECTION 6 COMBINED STRESSES
Page 100 of 133
4
2
=
64
4 =
2
=
=
( )
64
2442
+=
U T T AT 18:
( )
115522===
.
( ) ( )( )32
352325243813
... +=
B D = 1.92
09086921
11.
.==
T AT 18: = 1.152
( )
( )
( )( )( )
( ) 38133013
921
352152132
921
52432
...
..
.
.=+=
U D = 2 .
() R .
431. T , 3; .
S:
() T AT3. W 2014 T6
810518 = @
60=
A 106
32
324
+=
-
7/25/2019 Section 6 - Combined Stresses.pdf
101/133
SECTION 6 COMBINED STRESSES
Page 101 of 133
090610
.
=
090
8
6
105
1018
.
=
4931.=
W .
( ) 77264931850850 .... ===
3813
2
7726.
.===
E:
+=
( ) 233 ===
( ) 433
25212
3
12
.===
51502
.. ===
=
( )( )42
252
51
3
.
.+=
U T T AT 18:
( )
3
11115522==== .
( )( )32
51
352
3
523813
.
... +=
B = 0.787
( )664
78703
11.
.==
T AT 18: = 1.1736
( )
( )( )( )
( ) 3813
787051
35217361
78703
5232
...
..
.
.=+=
U = 7/8 . = 3 = 2 5/8
()
R .
432. A = 2500 .
;
1 . () D
32513
.+=
-
7/25/2019 Section 6 - Combined Stresses.pdf
102/133
SECTION 6 COMBINED STRESSES
Page 102 of 133
= 2 S , AISI 4130,
WQT 1100 F. () C .
S:
()
F AISI 4130, WQT 1100 F, T AT 7
= 114 , = 127 , = /2
( )2850850 .. === S :
+=
1
2
==
01.=
( )2850
2
2
1
.
+=
+=
850
1
2
11
.
( ) ( )
+=
127850
1
1142
1
2
1
.
6336.=
F
+=
51.=
( ) 2224
==
522500 .==
( ) +=
( )
464
2 44
==
-
7/25/2019 Section 6 - Combined Stresses.pdf
103/133
SECTION 6 COMBINED STRESSES
Page 103 of 133
T AT 18,
+=
+=
+=
51.
S:
( )( )45152526336 42
++= ....
( )32
5110526336
++=
...
B : = 0.633
3736330
633051.
.
..=
+=
, 2931.=
( )
( )( )
( )32 6330
633051293110
6330
526336
.
...
.
..
++==
60366336 .. =
U = 11/16 = 0.6875
D = 2 = 1.375 = 1 3/8
() S .
= = 114
+=
( )( )
4
51114
42
++=
.
( )( )32
51114
++=
.
18368750
6875051 ..
.. =+= , 3121.=
( )
( )( )
( )32 68750
68750513121
68750114
.
...
.
++=
7132.=
433. T 432, 100,000
.
-
7/25/2019 Section 6 - Combined Stresses.pdf
104/133
SECTION 6 COMBINED STRESSES
Page 104 of 133
S:
()
F AISI 4130, WQT 1100 F, T AT 7
= 114 , = 127 , = /2
A 100,000
( ) ( )
51690000100
102850
102850
0850608506
.,
..
..
=
=
=
S :
+=
1
2
==
01.=
51690
2
2
1
.+=
+=
033811
211
.
( ) ( )
+=
12703381
1
1142
1
2
1
.
6641.=
F
+=
51.=
( ) 2224
==
522500 .==
( ) +=
( )
464
2 44
==
T AT 18,
+=
+=
+=
51.
S:
( )( )
4
5152526641 42
+
+=
....
( )32
5110526641
++=
...
B : = 0.601
536010
601051.
.
..=
+=
, 281.=
-
7/25/2019 Section 6 - Combined Stresses.pdf
105/133
SECTION 6 COMBINED STRESSES
Page 105 of 133
( )
( )( )
( )32 6010
60105128110
6010
526641
.
...
.
..
++==
6441