86/8/6 AC 43.13-1B
.0
TAPERED SPLICE MEMBER NOTE: UNSHADED SECTIONS ARE ORIGINAL AND/OR REPLACEMENT SECTIONS. SHADED SECTIONS ARE CONNECTING OR REINFORCING SECTIONS.
NOTE: FOR MINIMUM NUMBER OF RIVETS REQUIRED, SEE PARAGRAPH 4-58g AND SUBSEQUENT.
FIGURE 4-17. Typical stringer and flange splices.
Par 4-58 Page 4-136
CUT IN STRINGER TAPERED SPLICE MEMBER
ON LOWER SURFACE OF WING, MAKE END RIVET SAME SIZE AS SKIN ATTACHING RIVETS.
2 dz, MINIMUM 3 dz, MINIMUM
THE NUMBER OF BOLTS REQUIRED IN THE "BULB" LEG OF THE STRINGER IS DETERMINED FROM TABLE 4-9 FOR 2017-T3 AS FOLLOWS:
+z=1/16" (Use .064") dz= .190" (AN3 bolt) NO. OF BOLTS PER INCH OF WIDTH FROM TABLE = 3.3.
ACTUAL NO. OF BOLTS ON EACH SIDE OF CUI = WX 3.3 = (1.0) × 3.3 = 3.3 BOLTS USE 4 BOLTS
WHEN BOTH RIVETS AND BOLTS
ARE USED, BOLT HOLES SHOULD BE REAMED TO SIZE.
-KEEP LARGE HOLES BACK FROM END OF SPLICE.
THE NUMBER OF RIVETS REQUIRED IN
THE UPPER LEG OF THE STRINGER IS DETERMINED FROMTABLE 4-9 FOR 2017-T3 AS FOLLOWS:
t, = 1/16" (Use „064") d, = 1/8 (2117-AD rivet) NO. OF RIVETS PER INCH OF WIDTH FROM TABLE = 9.9 ACTUAL NO. OF RIVETS ON EACH SIDE OF CUI = WIx 9.9 = (.5) × 9.9 =4.95 RIVETS. USE 5 RIVETS.
d, (1/8), RIVET DIA. PREFERABLY /2tTO 3t, BUT NOT GREATER THAN W/4.
W½
(1.0) SPLICE ANGLE "A" dz - "B" SPLICE BAR. SHADED AREA GREATER THAN W, Xt,.
SHADED AREA GREATER THAN W2xt2. t2 (T6) ~ STRINGER
- AREA REPRESENTING BULB
SECTION A-A FIGURE 4-18. Example of stringer splice (material-2017 alloy).
Par 4-58 Page 4-137
Par 4-58 Page 4-138
NOTE: FOR MINIMUM NUMBER OF RIVETS REQUIRED, SEE PARAGRAPH 4-58g AND SUBSEQUENT.
NOTE: STRENGTH INVESTIGATION IS USUALLY REQUIRED FOR THIS TYPE OF REPAIR.
F IGURE 4-19. Application of typical flange splices and reinforcement.
Par 4-58 Page 4-139 To avoid concentration of load on the end rivet and consequent tendency toward progressive rivet failure, the splice is tapered at the ends by tapering the backing angle and by making it shorter than the splice bar. (See figure 4-18.)
The preceding principles are especially important in splicing stringers on the lower surface of stressed skin wings, where hightension stresses may exist. When several adjacent stringers are spliced, stagger the splices if possible.
Size of Splicing Members . When the same material is used for the splicing members as for the original member, the cross-section area (i.e., the shaded areas in figure 4-17), of the splice material will be greater than the area of the section elem ent which it splices. The area of a section element (e.g., each leg of an angle or channel) is equal to the width multiplied by the thickness. For example, the bar “B” in figure 4-18 is assumed to splice the upper leg of the stringer, and the angle “A” is assumed to splice the bulbed leg of the stringer. Since the splice bar “B” is not as wide as the adjacent leg, its thickness must be increased such that the area of bar “B” is at l east equal to the area of the upper leg of the stringer.
The Diameter of Rivets in Stringers . The diameter of rivets in stringers might preferably be between two and three times the thickness “t” of the leg, but must not be more than 1/4th the width “W” of the leg. Thus, 1/8-inch rivets are chosen in the example, figure 4-18.
If the splices were in the lower surface of a wing, the end rivets would be made the same size as the skin-attaching rivets, or 3/32 inch.
The Number of Rivets . The number of rivets required on each side of the cut in a stringer or flange may be determined from standard text books on aircraft structures, or may be found in tables 4-9 through 4-11.
In determining the number of rivets required in the example, figure 4-18, for attaching the splice bar “B” to the upper leg, the thickness “t” of the element of area being spliced is 1/16 inch (use 0.064), the rivet size is 1/8 inch, and table 4-9 shows that 9.9 rivets are required per inch of width. Since the width “W” is 1/2 inch, the actual number of rivets required to attach the splice bar to the upper leg on each side of the cut is 9.9 (rivets per inch) x 0.5 (inch width) = 4.95 (use 5 rivets).
For the bulbed leg of the stringer “t” = 1/16 inch (use 0.064); AN-3 bolts are chosen, and the number of bolts required per inch of width = 3.3. The width “W” for this leg, however, is 1 inch; and the actual number of bolts required on each side of the cut is 1 x 3.3 = 3.3 (use 4 bolts). When both rivets and bolts are used in the same splice, the bolt holes must be accurately reamed to size. It is preferable to use only one type of attachment, but in the above example, the dimensions of the legs of the bulb angle indicated rivets for the upper leg and bolts for the bulb leg.
Splicing of Intermediate Frames. The same principles used for stringer splicing may be applied to intermediate frames when the following point is considered.
Conventional frames of channel or Z sections are relatively deep and thin co mpared to stringers, and usually fail by twisting or by buckling of the free flange. Reinforce the splice joint against this type of failure by using a splice plate heavier than the frame and by splicing the free flange of the frame with a flange of the splice plate. (See figure 4-20.) Since a frame is likely to be subjected to bending loads, make the length of splice plate “L” more than twice the width “W2,” and the rivets spread out to cover the plate.
Par 4-58 Page 4-140 TABLE 4-9. Number of rivets required for splices (single-lap joint) in bare 2014-T6, 2024-T3, 2024-T36, and 7075-T6 sheet, clad 2014-T6, 2024-T3, 2024-T36, and 7075-T6 sheet, 2024-T4, and 7075-T6 plate, bar, rod, tube, and extrusions, 2014-T6 extrusions.
Thickness “t” in inches No. of 2117-T4 (AD) protruding head rivets required per inch of width “W”
Rivet size
No. of Bolts 3/32 1/8 5/32 3/16 1/4 AN-3 .016 6.5 4.9 - - - - - - - - .020 6.9 4.9 3.9 - - - - - - .025 8.6 4.9 3.9 - - - - - - .032 11.1 6.2 3.9 3.3 - - - - .036 12.5 7.0 4.5 3.3 2.4 - - .040 13.8 7.7 5.0 3.5 2.4 3.3 .051 - - 9.8 6.4 4.5 2.5 3.3 .064 - - 12.3 8.1 5.6 3.1 3.3 .081 - - - - 10.2 7.1 3.9 3.3 .091 - - - - 11.4 7.9 4.4 3.3 .102 - - - - 12.8 8.9 4.9 3.4 .128 - - - - - - 11.2 6.2 3.2
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 perc ent of the number shown may be used.
c. For single lap sheet joints, 75 per cent of the number shown may be used.
ENGINEERING NOTES:
a. The load per inch of width of material was ca lculated 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 40 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 bolt diameters for rivets.
c. Combinations of sheet thickness and rivet size abov e 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 70,000 psi and a bolt allowable single shear load of 2,126 pounds.
Par 4-61 Page 4-141 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 No. of 2117-T4 (AD) protruding head rivets required per inch of width “W”
Rivet size
No. of Bolts 3/32 1/8 5/32 3/16 1/4 AN-3 .016 6.5 4.9 - - - - - - - - .020 6.5 4.9 3.9 - - - - - - .025 6.9 4.9 3.9 - - - - - - .032 8.9 4.9 3.9 3.3 - - - - .036 10.0 5.6 3.9 3.3 2.4 - - .040 11.1 6.2 4.0 3.3 2.4 - - .051 - - 7.9 5.1 3.6 2.4 3.3 .064 - - 9.9 6.5 4.5 2.5 3.3 .081 - - 12.5 8.1 5.7 3.1 3.3 .091 - - - - 9.1 6.3 3.5 3.3 .102 - - - - 10.3 7.1 3.9 3.3 .128 - - - - 12.9 8.9 4.9 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 perc ent of the number shown may be used.
c. For single lap sheet joints, 75 per cent of the number shown may be used.
ENGINEERING NOTES:
a. The load per inch of width of material was ca lculated 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.
Par 4-58 Page 4-142 TABLE 4-11. Number of rivets required for splices (single-lap joint) in 5052 (all hardnesses) sheet.
Thickness “t” in inches No. of 2117-T4 (AD) protruding head rivets required per inch of width “W”
Rivet size
No. of Bolts 3/32 1/8 5/32 3/16 1/4 AN-3 .016 6.3 4.7 - - - - - - .020 6.3 4.7 3.8 - - - - - - .025 6.3 4.7 3.8 - - - - - - .032 6.3 4.7 3.8 3.2 - - - - .036 7.1 4.7 3.8 3.2 2.4 - - .040 7.9 4.7 3.8 3.2 2.4 - - .051 10.1 5.6 3.8 3.2 2.4 - - .064 12.7 7.0 4.6 3.2 2.4 - - .081 - - 8.9 5.8 4.0 2.4 3.2 .091 - - 10.0 6.5 4.5 2.5 3.2 .102 - - 11.2 7.3 5.1 2.8 3.2 .128 - - - - 9.2 6.4 3.5 3.2
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 perc ent of the number shown may be used.
c. For single lap sheet joints, 75 per cent of the number shown may be used.
ENGINEERING NOTES:
a. The load per inch of width of material was ca lculated 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 70 percent of the sheet allowable tens ile 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 si ze 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.
Par 4-60 Page 4-143 REPAIRING CRACKED MEMBERS. Acceptable methods of repairing various types of cracks in structural elements are shown in figures 4-21 through 4-24. The following general procedures apply in repairing such defects.
Drill small holes 3/32 inch (or 1/8 inch) at the extreme ends of the cracks to minimize the possibility of their spreading further.
Add reinforcement to carry the stresses across the damaged portion and to stiffen the joints. (See figures 4-14 through 4-17.) The condition causing cracks to develop at a particular point is stress concentration at that point in conjunction with repetition of stress, such as produced by vibration of the structure.
The stress concentration may be due to the design or to defects such as nicks, scratches, tool marks, and initial stresses or cracks from fo rming or heat-treating operations. It should be noted, that an increase in sheet thickness alone is usually beneficial but does not necessarily remedy the conditions leading to cracking.
STEEL AND ALUMINUM FITTINGS.
Steel Fittings. Inspect for the following defects.
Fittings are to be free from scratches, vise and nibbler marks, and sharp bends or edges. A careful examination of the fitting with a medium power (at least 10 power) magnifying glass is acceptable as an inspection.
When repairing aircraft after an accident or in the course of a major overhaul, inspect all highly-stressed main fittings, as set forth in the manufacturer’s instruction manual.
Replace torn, kinked, or cracked fittings.
Elongated or worn bolt holes in fittings, which were designed without bushings, are not to be reamed oversize. Replace such fittings, unless the method of repair is approved by the FAA. Do not fill holes with welding rod.
Acceptable methods of repairing elongated or worn bolt holes in landing gear, stabilizer, interplane, or cabane-strut ends are shown in figure 4-25.
Aluminum and Aluminum Alloy Fittings.
Replace damaged fittings with new parts that have the same material specifications.
Repairs may be made in accordance with data furnished by the aircraft manufacturer, or data substantiating the method of repair may be submitted to the FAA for approval.
CASTINGS. Damaged castings are to be replaced and not repaired unless the method of repair is specifically approved by the aircraft manufacturer or substantiating data for the repair has been reviewed by the FAA for approval.
SELECTIVE PLATING IN AIRCRAFT MAINTENANCE. Selective plating is a method of depositing metal from an electrolyte to the selected area. The electrolyte is held in an absorbent material attached to an inert anode.
Plating contact is made by brushing or swabbing the part (cathode) with the electrolyte-bearing anode.
Selective Plating Uses. This process can be utilized for any of the following reasons.
Par 4-62 Page 4-144
THE NUMBER OF RIVETS REQUIRED IN EACH LEG ON EACH SIDE OF THE CUT IS DETERMINED BY THE WIDTH “W,” THE TH ICKNESS OF THE FRAME “t,” AND THE RIVET DIAMETER “d” USING TABLE 4-10 IN A MANNER SIMILAR TO THAT FOR STRINGERS IN FIGURE 4-20.
NOTE b. IN TABLE 4-10 INDICATES THAT ONLY 60 PERCENT OF THE NUMBER OF RIVETS SO CALCULATED NEED BE USED IN SPLICES IN INTERMEDIATE.
EXAMPLE: (FOR 2017-T3 aluminum alloy frame)
FLANGE LEG
t = .040” d = 1/8” 2117-T4 (AD) W1 & W 3 = .6 inch
NO. OF RIVETS PER INCH OF WIDTH FROM TABLE 4-10 = 6.2
No. of rivets required = W x 6.2 = .6 x 6.2 = 3.72 or 4 rivets.
60 percent of 4 rivets = 2.4 rivets.
USE 3 RIVETS ON EACH SIDE OF THE CUT IN EACH FLANGE LEG.
WEB OF ZEE (OR CHANNEL)
t = .040” d = 1/8” 2117-T4 (AD) rivet W = 2.0 inches
NO. OF RIVETS PER INCH OF WIDTH FROM TABLE 4-10 = 6.2
No. of rivets required = W x 6.2 =
2.0 x 6.2 = 12.4 or 13 rivets.
60 percent of 13 rivets = 7.8 rivets.
USE 8 RIVETS ON EACH SIDE OF CUT IN THE WEB OF ZEE (OR CHANNEL).
“L” SHOULD BE MORE THAN TWICE W2 Thickness of splice plate to be greater than that of the frame to be spliced.
FIGURE 4-20. Example of intermediate frame stringer splice (material 2017-T3 AL alloy).
CHANNELS
TRAILING FORWARD. EDGE
HORIZONTAL
RIBS SKIN
OVERTICAL SPAR CRACKS CRACKS ANCHOR
NUTS FOR RIB
ATTACH-
MENT OF
FIN TO SKIN
STABILIZER
AND TIP CRACK TO FIN
TRAILING EDGE
REAR SHEAR
FRONT BEAM SPAR CRACKS
LEADING EDGE
AILERON NOTE: ALL REINFORCING PLATES TO BE OF REAR → SAME ALLOY & APPROX. 1.5 THICKNESS OF ORIGINAL.
FIGURE 4-21. Typical methods of repairing cracked leading and trailing edges and rib intersections.
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END RIB REAR SPAR
CONTROL
STIFFENING CHANNEL TO SURFACE
FIT UNDER END OF RIB, FITTING REINFORCEMENT AND UNDER ANCHOR NUT. MATERIAL: DRILL RELIEF DIA.)
SAME ALLOY AS ORIGINAL, APPROX. HOLES • 71/8
1.5 THICKNESS OF ORIGINAL OR GREATER.
RIVETS JOINING SPAR WEB WITH FRONT
AND REAR CHANNEL TYPE REINFORCEMENT
NOT CHED MEMBER
CRACKS AT
FITTING ANCHOR NUTS
TRAILING EDGE
PORTION OF RIB DRILL
TRELIEF HOLE REAR
SHEAR PEAR
REINFORCING PLATE BEAM
WITH FILLETED NOTCH
MATERIAL OF REINFORCING PLATES SAME ALLOY AS ORIGINAL AND 1.5 (OR MORE) × THICKNESS OF ORIGINAL. FLAP HINGE FIGURE 4-22. Typical methods of replacing cracked members at fittings.
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CRACKS IN SKIN AND → AT DRAGG RIB JUNCTION (REPAIR BY OUTSIDE GUSSETS) TRANSVERSE STIFFENER
DRAG RIB
TRANSVERSE STIFFENER
LONGITUDINAL STIFFENER
CRACK DUE TO FATIGUE
DRAG RIB SPAN MENT TO BE / REINFORCE REPAIR OF CRACKED SAME MATERIAL STIFFENER.
AND AT LEAST
SAME AREA AS
TRANSVERSE STIFFENER.
FAILURES
SECTION A-A FIGURE 4-23. Typical methods of repairing cracked frame and stiffener combination.
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