AC 43.13-1B
9/8/98
TABLE 4-10. Number of rivets required for splices (single-lap joint) in 2017, 1017 ALCLAD, 2024-T3 ALCLAD
sheet, plate, bar, rod, tube, and extrusions.
Thickness
“t” in
inches
.016
.020
.025
.032
.036
.040
.051
.064
.081
.091
.102
.128
No. of 2117-T4 (AD) protruding head rivets required
per inch of width “W”
Rivet size
3/32
1/8
5/32
3/16
1/4
6.5
4.9
-
-
-
6.5
4.9
3.9
-
-
6.9
4.9
3.9
-
-
8.9
4.9
3.9
3.3
-
10.0
5.6
3.9
3.3
2.4
11.1
6.2
4.0
3.3
2.4
-
7.9
5.1
3.6
2.4
-
9.9
6.5
4.5
2.5
-
12.5
8.1
5.7
3.1
-
-
9.1
6.3
3.5
-
-
10.3
7.1
3.9
-
-
12.9
8.9
4.9
No. of
Bolts
AN-3
-
-
-
-
-
-
3.3
3.3
3.3
3.3
3.3
3.3
NOTES:
a. For stringers in the upper surface of a wing, or in a fuselage, 80 percent of the number of rivets shown in the
table may be used.
b. For intermediate frames, 60 percent of the number shown may be used.
c. For single lap sheet joints, 75 percent of the number shown may be used.
ENGINEERING NOTES:
a. The load per inch of width of material was calculated by assuming a strip 1 inch wide in tension.
b. Number of rivets required was calculated for 2117-T4 (AD) rivets, based on a rivet allowable shear stress
equal to percent of the sheet allowable tensile stress, and a sheet allowable bearing stress equal to 160 percent
of the sheet allowable tensile stress, using nominal hole diameters for rivets.
c. Combinations of sheet thickness and rivet size above the underlined numbers are critical in (i.e., will fail by)
bearing on the sheet; those below are critical in shearing of the rivets.
d. The number of AN-3 bolts required below the underlined number was calculated based on a sheet allowable
tensile stress of 55,000 psi and a bolt allowable single shear load of 2,126 pounds.
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