CHAPTER
13
RIVETED  JOINTS
SYMBOLS
2.3.4
A   area of cross-section,  m
2
(in
2
)
the cross-sectional  area of rivet shank, m
2
(in
2
)
b   breadth  of cover plates (also with suxes), m (in)
c   distance fromthe centroid of the rivet group to the critical rivet,
m (in)
d   diameter of rivet, m (in)
D
i
  internal diameter of pressure vessel,  m (mm)
e or l   eccentricity  of loading, m (in)
F   force on plate or rivets (also  with suxes), kN (lbf)
h   thickness of plate or shell, m (in)
h
c
, h
1
,  h
2
  thickness of cover plate (butt strap), m (in)
i   number of rivets  in a pitch ne (also with suxes 1 and 2,
respectively,  for single shear and double shear rivets)
I   moment  of inertia, area, m
4
, cm
4
(in
4
)
J   moment  of inertia, polar, m
4
, cm
4
(in
4
)
K 
  F
F
0
  coecient  (Table 13-11)
m   margin, m (in)
M
b
  bending moment, N m (lbf in)
p   pitch on the gauge line or longitudinal pitch, m (in)
p
c
  pitch along the caulking edge, m (in)
p
d
  diagonal  pitch, m (in)
p
t
  transverse pitch, m (in)
P
f
  intensity  of uid pressure, MPa (psi)
Z   section modulus of the angle section, m
3
, cm
3
(in
3
)
o
0
  hoop stress in pressure vessel or normal stress in plate, MPa
(psi)
o
a
  allowable  normal stress, MPa (psi)
o
c
  crushing  stress in rivets, MPa (psi)
t   shear stress in rivet, MPa (psi)
t
a
  allowable  shear stress, MPa (psi)
j   eciency  of the riveted joint
0   angle between a line drawn from the centroid of the rivet group
to the critical rivet  and the horizontal  (Fig. 13-5)
13.1
Source: MACHINE DESIGN DATABOOK
PRESSURE VESSELS
Thickness of main plates
The   thickness   of   plate   of   the   pressure   vessel   with
longitudinal joint
For  thickness  of  boiler  plates  and  suggested  types  of
joints
The   thickness   of   plate   of   the   pressure   vessel   with
circumferential  joint
For allowable stress and eciency of joints
PITCHES
Lap joints
The  diagonal   pitch  (staggered)   (Fig.   13-1)   for  p,   p
t
,
and p
d
The distance between rows or transverse pitch or back
pitch (staggered)
The rivet diameter
FIGURE 13-1   Pitch relation
h 
P
f
D
i
2jo
0
13-1
Refer  to Tables 13-1 and 13-2.
h 
P
f
D
i
4jo
0
13-2
Refer  to Tables 13-3,  13-4, 13-5, and 13-6.
p
d
 
2p d
3
  13-3
Refer  to  Tables  13-7  and  13-8  for  rivets  for  general
purposes and boiler rivets.
p
t
 
_
2p d
3
_
2
_
p
2
_
2
  13-4
d  0.19
h
p
  to  0.2
h
p
  SI   13-5a
where  h and d  in m
d  1.2
h
p
  to  1.4
h
p
  USCS   13-5b
where  h and d  in in
d  6
h
p
  to  6.3
h
p
  CM   13-5c
where  h and d  on mm
Particular   Formula
TABLE  13-1
Suggested types of joint
Diameter of shell, mm (in)   Thickness of shell, mm (in)   Type of joint
6001800 (2472)   612 (0.250.5)   Double-riveted
9002150 (3684)   7.525 (0.311.0)   Triple-riveted
15002750 (60108)   9.044 (0.3751.75)   Quadruple-riveted
13.2   CHAPTER  THIRTEEN
RIVETED JOINTS
TABLE  13-2
Minimum thickness of boiler plates
Shell plates   Tube sheets of retube boilers
Diameter of shell,   Minimum thickness after anging,   Diameter of tube sheet,   Minimum thickness,
mm (in)   mm (in)   mm (in)   mm (in)
900 (36)   6.0 (0.25)   1050 (42)   9.5 (0.375)
9001350 (3654)   8.0 (0.3125)   10501350 (4254)   11.5 (0.4375)
13501800 (5472)   9.5 (0.375)   13501800 (5472)   12.5 (0.50)
!1800 (72)   12.5 (0.5)   1800 (72)   14.0 (0.5625)
TABLE  13-3
Eciency of riveted  joints ()
% Eciency, 
Type of joint
Normal
range   Maximum
Lap joints
Single-riveted   5060   63
Double-riveted   6072   77
Triple-riveted   7280   86.6
Butt joints (with two cover plates)
Single-riveted   5560   63
Double-riveted   7684   87
Triple-riveted   8088   95
Quadruple-riveted   8694   98
TABLE  13-4
Allowable stresses in structural riveting  (
b
)
Rivets acting in single shear   Rivets acting in double shear
Rivet-driving
Load-carrying member   Type of stress   method   MPa   kpsi   MPa   kpsi
Rolled steel SAE 1020   Tension   124   18.0   124   18.0
Shear   Power   93   13.5   93   13.5
Rivets, SAE 1010   Shear   Hand   68   10.0   68   10.0
Crushing   Power   165   24.0   206   30.0
Crushing   Hand   110   16.0   137   20.0
RIVETED  JOINTS   13.3
RIVETED JOINTS
TABLE  13-5
Allowable stress for aluminum  rivets, 
a
Allowable stress
a
, 
a
Shear   Bearing
Rivet alloy   Procedure of drawing   MPa   kpsi   MPa   kpsi
2S (pure aluminum)   Cold, as received   20   3.0   48   7.0
17S   Cold, immediately after quenching   68   10.0   179   26.0
17S   Hot, 5005108C   62   9.0   179   26.0
615T6   Cold, as received   55   8.0   103   15.0
53S   Hot, 5155278C   41   6.0   103   15.0
a
Actual  safety  factor or reliability factor is 1.5.
TABLE  13-6
Values of working stress
a
at elevated temperatures
Minimum of the specied range of tensile strength of the material, MPa (kpsi)
Maximum
temperatures   (45)   311   (50)   344   (55)   380   (60)   413   (75)   517
8F   8C   MPa   kpsi   MPa   kpsi   MPa   kpsi   MPa   kpsi   MPa   kpsi
0700   0371   61   9.0   68   10.0   76   11.00   82   12.00   103   15.00
750   399   56   8.22   62   9.11   68   10.00   77   11.20   89   13.00
800   427   45   6.55   53   7.33   54   8.00   61   9.00   70   10.20
850   455   37   5.44   41   6.05   46   6.75   51   7.40   57   8.30
900   482   29   4.33   33   4.83   37   5.50   38   5.60   41   6.00
950   511   22   3.20   26   3.60   27   4.00   27   4.00   27   4.00
a
Design stresses  of pressure vessels  are based on a safety factor of 5.
TABLE  13-7
Pitch of butt joints
Type of joint   Diameter of rivets, d, mm   Pitch, p
Double-riveted   Any   5.5d (approx.)
use for h  12.5 mm (0.5 in)
Triple-riveted   1.7523.80   8d8.5d
use for h  25 mm   27.00   7.5d
(1 in)   30.1536.50   6.5d7d
Quadruple-riveted   17.5023.80   16d17d
use for h  31.75 mm   27.00   15d (approx.)
(1.25 in)   30.15   14d (approx.)
33.3036.50   13d14d
13.4   CHAPTER  THIRTEEN
RIVETED JOINTS
Butt joint
The transverse pitch
For rivets, rivet holes, and strap thick
p
t
  2d  to  2.5d   13-6a
p
t
 !
0.5pd 0.25d
2
_
  13-6b
Refer  to Tables 13-9, 13-10, and Fig. 13-2.
Particular   Formula
TABLE  13-8
Transverse pitch ( p
t
) as per ASME Boiler Code
Value of  p,d   1   2   3   4   5   6   7
Value of  p
t
  2d   2d   2d   2d   2d   2.2d   2.3d
TABLE  13-9
Rivet hole diameters
Diameter of rivet, mm   Rivet hole diameters, mm (min)
12   13
14   15
16   17
18   19
20   21
22   23
24   25
27   28.5
30   31.5
33   34.5
36   37.5
39   41.0
42   44
48   50
TABLE  13-10
Rivet hole diameters and strap thickness
Minimum   Minimum
Plate   strap   Hole   Plate   strap   Hole
thickness,   thickness,   diameter,   thickness,   thickness,   diameter,
h, mm   h
c
  mm   d, mm   h,  mm   h
c
  mm   d,  mm
6.25   14.25   11.10
7.20   6.25   17.50   27.0
8.00   15.90   12.50
8.75   20.50   19.00   30.15
9.50
10.30   8.00   22.25   15.90   33.30
11.10   25.00   12.50
12.00   9.50   24.00   28.50   19.00   36.50
12.50   31.75   22.25
13.50   11.10   83.10   25.00   39.70
FIGURE 13-2   Quadruple-riveted double-strap butt joint.
RIVETED  JOINTS   13.5
RIVETED JOINTS
Minimum transverse pitch as per ASME Boiler Code
For transverse pitches
Haven   and   Swett   formula   for   permissible   pitches
along the caulking  edge of the outside cover plate
Diagonal pitch, p
d
, is calculated from the relation
MARGIN
Margin  for  longitudinal  seams  of  all  pressure  vessels
and  girth  seams  of  power  boiler  having  unsupported
heads
Margin   for   girth   seams   of   power   boilers   having
supported heads and all unred pressure vessels
COVER PLATES
The thickness of cover plate
p
t
  1.75d   if
  p
d
  4   13-7a
p
t
  1.75d 0.001 p d   if
  p
d
   4   SI   13-8a
where  p
t
,  p, and d  in m
p
t
  1.75d 0.1 p d   if
  p
d
   4   USCS   13-8b
where  p
t
,  d, and p in in
Refer  to Table 13-8.
p
c
d  14
h
3
c
P
f
4
  CM   13-9a
where  p
c
, d, h
c
  in cm, and P
f
  in kgf/cm
2
p
c
d  21.38
h
3
c
P
f
4
  USCS   13-9b
where  p
c
, d, h
c
  in in, and P
f
  in psi
h
3
c
p
c
d  77.8
P
f
4
  SI   13-9c
where  p
c
, d, h
c
  in m, and P
f
  in N/m
2
2 p
d
 d !  p d   13-10
m  1.5d  to  1.75d   13-11a
m ! 1.25d   13-11b
h
c
  0.6h 0.0025   if h  0.038 m   SI   13-12a
where  h
c
  and h in m
h
c
  0.6h 0.1   if h  1.5 in   USCS   13-12b
where  h
c
  and h in in
h
c
  0.67h   if h  0.038 m   SI   13-12c
where  h
c
  and h in m
h
c
  0.67h   if h  1.5 in   USCS   13-12d
where  h
c
  and h in in
Particular   Formula
13.6   CHAPTER  THIRTEEN
RIVETED JOINTS
TABLE  13-11
Rivet groups under eccentric loading value of coecient  K
K 
  1
lp
p
2
1
p
2
1
4
K 
  n
_
  6l
n 1p
t
_
2
1
}
K 
  n
Alcn
2I
  
_
Alcn
2I
_
2
1
K 
  n
_
  ln 1p
t
p
2
1
3
n
2
1p
2
t
_
2
_
  lp
p
2
1
3
n
2
1p
2
t
1
2
_
2
K 
  n
_
  ln 1p
t
p
2
1
2
n 1p
2
t
_
2
_
  lp
p
2
1
3
n
2
1p
2
t
1
3
_
2
K 
  n
_
  ln 1p
t
p
2
1
p
2
2
3
n
2
1p
2
t
_
2
_
  lp
p
2
1
p
2
2
3
n
2
1p
2
t
1
4
_
2
Key:
n  total number of rivets  in a column
F  permissible  load,  acting with  lever arm,  l, kN  (lbf)
F
0
  permissible  load on one rivet,  kN (lbf)
K  F,F
0
, coecient
Source:   K.   Lingaiah  and  B.   R.   Narayana  Iyengar,   Machine   Design  Data  Handbook  ( fps   Units),   Engineering  College   Cooperative   Society,
Bangalore,   India,   1962;   K.   Lingaiah  and  B.   R.   Narayana  Iyengar,   Machine  Design  Data  Handbook,   Vol.   I  (SI  and  Customary  Metric  Units),
Suma  Publishers,   Bangalore,   India,   1983;   and  K.   Lingaiah,   Machine  Design  Data  Handbook,   Vol.   II  (SI  and  Customary  Metric  Units),   Suma
Publishers, Bangalore, India,  1986.
RIVETED  JOINTS   13.7
RIVETED JOINTS
Thickness of the cover plate according to
Indian Boiler Code
Thickness of single-butt cover plate
Thickness of single-butt cover plate omitting alternate
rivet in the over rows
Thickness of double-butt cover  plates of equal  width
Thickness of double-butt  cover plates of equal width
omitting alternate  rivet in the outer rows
Thickness of the double-butt  cover plates of unequal
width
For thickness of cover  plates
The width of upper cover plate (narrow strap)
The width of lower cover plate (wide strap)
STRENGTH ANALYSIS OF TYPICAL
RIVETED JOINT (Fig. 13-2)
The tensile  strength of the solid plate
The  tensile  strength  of  the  perforated  strip  along  the
outer gauge line
The  general  expression  for  the  resistance  to  shear  of
all the rivets in one pitch length
The  general  expression  for  the  resistance  to  crushing
of the rivets
The resistance against failure of the plate through the
second row and simultaneous shearing of the rivets in
the rst row
The resistance against failure of the plate through the
second row and simultaneous crushing of the rivets in
the rst row
The  resistance  against   shearing  of   the  rivets   in  the
outer  row  and  simultaneous  crushing  of  the  rivets  in
the two  inner rows
h
1
  1.125h   13-13
h
2
  1.25h
  p d
p 2d
  13-14
h
c
  h
1
  h
2
  0.625h   13-15
h
c
  h
1
  h
2
  0.625h
  p d
p 2d
  13-16
h
1
  0.625h  for  narrow  strap   13-17a
h
2
  0.750h  for  wide  strap   13-17b
Refer  to Table 13-10.
b
1
  4m2p
t1
  13-18
b
2
  b
1
2p
t2
4m   13-19
F
0
  pho
0
  13-20
F
0
   p dho
0
  13-21
F
t
  2i
2
i
1
  d
2
4
  t   13-22
F
c
  i
2
h i
1
h
2
do
c
  13-23
F
t1
   p 2dho
0
d
2
4
  t   13-24
F
c1
 p 2dho
0
dho
c
  13-25
F
tc
 
4
  d
2
t idho
c
  13-26
Particular   Formula
13.8   CHAPTER  THIRTEEN
RIVETED JOINTS
EFFICIENCY OF THE RIVETED JOINT
The eciency of plate
The eciency of rivet in general case
For eciency of joints
The diameter of the rivet in general case
The pitch in general case
For pitch of joint
THE LENGTH OF THE SHANK OF RIVET
(Fig. 13-3)
FIGURE 13-3
j 
p d
p
  13-27
j 
  d
2
ti
1
2i
2
4pho
0
_
i
2
i
1
h
2
h
_
o
c
_
i
2
i
1
h
2
h
_
o
c
o
0
13-28
Refer  to Table 13-3.
d 
4hi
2
i
1
h
2
o
c
i
1
2i
2
t
  13-29
Note: for lap joint i
2
  0
for butt joint i
1
  0
p 
2i
2
i
1
d
2
t
4ho
0
d   13-30
Refer  to Table 13-7.
L  h h
1
h
2
1.5  to  1.7D   13-31a
L  h h
c
1.5  to  1.7D   13-31b
for butt joint with single cover plate
L  2h 1.5  to  1.7D   13-31c
for lap joint
where  D  diameter of rivet
Particular   Formula
RIVETED  JOINTS   13.9
RIVETED JOINTS
STRUCTURAL JOINT
Riveting of an angle to a gusset plate
(Fig. 13-4)
The resultant  normal stress
g
g
p
  a
  a
i
e
e
F
  F
F
(a)   (b)
FIGURE 13-4   Riveting of an angle to a gusset plate.
RIVETED BRACKET (Fig. 13-5)
The resultant load on the farthest rivet whose distance
is  c  from  the  center  of   gravity  of   a  group  of   rivets
(Fig. 13-5)
o 
F
A
Fe
Z
  13-32
F
R
 
_
_
  F
nn
0
_
2
_
  M
b
c
x
2
y
2
_
2
2
_
  F
nn
0
__
  M
b
c
x
2
y
2
_
cos 0
_
1,2
13-33
Particular   Formula
FIGURE 13-5   Riveted bracket. (Bureau of Indian Standards.)
13.10   CHAPTER  THIRTEEN
RIVETED JOINTS
For   rivet   groups   under   eccentric   loading   value   of
coecient K
For preferred length and diameter of rivets
For collected formulas of riveted joints
REFERENCES
1.   Maleev, V. L., and J. B. Hartmen, Machine Design, International Textbook Company, Scranton, Pennsylvania,
1954.
2.   Lingaiah, K., and B. R. Narayana Iyengar, Machine Design Data Handbook ( fps Units), Engineering College
Cooperative Society, Bangalore,  India, 1962.
3.   Lingaiah, K., and B. R. Narayana Iyengar, Machine Design Data Handbook, Vol. I (SI and Customary Metric
Units), Suma Publishers,  Bangalore, India, 1983.
4.   Lingaiah,   K.,   Machine  Design  Data  Handbook,   Vol.   II  (SI  and  Customary  Metric  Units),   Suma  Publishers,
Bangalore,  India, 1986.
5.   Bureau of Indian Standards.
6.   Lingaiah,  K., Machine Design  Data Handbook, McGraw-Hill Publishing Company, New  York, 1994.
BIBLIOGRAPHY
Faires, V. M., Design of Machine  Elements, The Macmillan  Company, New York, 1965.
Norman, C. A., E. S. Ault, and I. F. Zarobsky, Fundamentals of Machine Design, The Macmillan Company, New
York, 1951.
Vallance, A., and V. L. Doughtie, Design of Machine Members, McGraw-Hill Publishing Company, New York,
1951.
where
n  number of rivets in one column
n
0
  number of rivets in one row
x,  y have the meaning as shown in Fig. 13-5
Refer  to Table 13-11.
Refer to Figs. 13-6 to 13-8 and Tables 13-12 to 13-13.
Refer  to Table 13-14.
Particular   Formula
RIVETED  JOINTS   13.11
RIVETED JOINTS
FIGURE 13-6   Rivets for general purposes (less than 12 mm diameter). For preferred length and diameter combination, refer to
Table 13-12.
FIGURE  13-7   Rivets  for  general  purposes  (12  to  48 mm  diameter).  For  preferred  length  and  diameter  combination,  refer  to
Table 13-13.
13.12   CHAPTER  THIRTEEN
RIVETED JOINTS
FIGURE 13-8   Boiler rivets (12 to 48 mm diameter). For preferred length and diameter combination, refer to Table 13-13.
RIVETED  JOINTS   13.13
RIVETED JOINTS
TABLE  13-12
Preferred length () and diameter combinations for rivets (Fig.  13-6)
Diameter, mm
Length, mm   1.6   2   2.5   3   4   5   6   8   10
5                           
6                           
7                           
8                           
9                           
10                           
12                           
14                           
16                           
18                           
20                           
22                           
24                           
26                           
28                           
30                           
35                           
40                           
45                           
50                           
55                           
60                           
65                           
70                           
Source: Bureau  of Indian Standards, IS: 2155, 1962.
13.14   CHAPTER  THIRTEEN
RIVETED JOINTS
TABLE  13-13
Preferred lengths ()  and diameter  combinations of rivets (Fig.  13-7)
Diameter, mm
Length, mm   12   14   16   18   20   22   24   27   30   33   36   39   42   48
28                                          
31.5                                          
35.5                                          
40                                          
45                                          
50                                          
56                                          
63                                          
71                                          
80                                          
85                                          
90                                          
95                                          
100                                          
106                                          
112                                          
118                                          
125                                          
132                                          
140                                          
150                                          
160                                          
180                                          
200                                          
224                                          
250                                          
Source:  Bureau  of Indian Standards,  IS: 1929,  1961.
RIVETED  JOINTS   13.15
RIVETED JOINTS
T
A
B
L
E
1
3
-
1
4
F
o
r
m
u
l
a
s
f
o
r
r
i
v
e
t
e
d
j
o
i
n
t
s
2
.
3
.
4
T
h
i
c
k
n
e
s
s
o
f
c
o
v
e
r
p
l
a
t
e
,
m
m
E
c
i
e
n
c
y
E
c
i
e
n
c
y
o
f
p
l
a
t
e
,
o
f
r
i
v
e
t
s
,
C
o
m
b
i
n
e
d
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
M
a
r
g
i
n
,
I
n
n
e
r
h
2
O
u
t
e
r
,
h
1
T
y
p
e
o
f
j
o
i
n
t
F
i
g
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13.16
RIVETED JOINTS
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13.17
RIVETED JOINTS
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13.18
RIVETED JOINTS
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13.19
RIVETED JOINTS
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13.20
RIVETED JOINTS
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d
1
.
5
d
0
.
7
5
h
0
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6
2
5
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d
p
2
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8
7
5
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3
.
5
h
4
0
2
d
1
.
5
d
0
.
7
5
h
0
.
6
2
5
h
13.21
RIVETED JOINTS
T
A
B
L
E
1
3
-
1
4
F
o
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m
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4
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7
5
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6
2
5
h
13.22
RIVETED JOINTS
T
A
B
L
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1
3
-
1
4
F
o
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m
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.
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,
1
9
8
6
.
13.23
RIVETED JOINTS