Given Syt=0.6Sut(fs)=2D=18mm.
Mb=250N–mmE=207000N/mm2.
k = 3 N-mm/rad
Step I Wire diameter
The wire diameter is calculated by the trial and error method.
Trial 1 d = 1.4 mm
From Table 10.1,
Table 10.1 Mechanical properties of patented and cold-drawn steel wires
Minimum tensile strength (N/mm²) |
Wire diameter
d (mm) |
Gr.4 |
Gr.3 |
Gr.2 |
Gr.1 |
2660 |
2460 |
2060 |
1720 |
0.3 |
2620 |
2430 |
2040 |
1700 |
0.4 |
2580 |
2390 |
2010 |
1670 |
0.5 |
2550 |
2360 |
1990 |
1650 |
0.6 |
2530 |
2320 |
1970 |
1630 |
0.7 |
2480 |
2280 |
1950 |
1610 |
0.8 |
2440 |
2250 |
1920 |
1590 |
0.9 |
2400 |
2240 |
1900 |
1570 |
1.0 |
2340 |
2170 |
1860 |
1540 |
1.2 |
2290 |
2090 |
1820 |
1500 |
1.4 |
2250 |
2080 |
1780 |
14700 |
1.6 |
2190 |
2030 |
1750 |
1440 |
1.8 |
2160 |
1990 |
1720 |
1420 |
2.0 |
2050 |
1890 |
1640 |
1370 |
2.5 |
1980 |
1830 |
1570 |
1320 |
3.0 |
1890 |
1750 |
1510 |
1270 |
3.6 |
1840 |
1700 |
1480 |
1250 |
4.0 |
1800 |
1660 |
1440 |
1230 |
4.5 |
1750 |
1600 |
1390 |
1190 |
5.0 |
1670 |
1530 |
1320 |
1130 |
6.0 |
1610 |
1460 |
1260 |
1090 |
7.0 |
1540 |
1400 |
1220 |
1050 |
8.0 |
Sut=2290N/mm2.
The permissible stress (σt) is given by,
σt=(fs)Syt=(fs)0.60Sut=(2)0.60(2290)=687N/mm2.
C=dD=1.418=12.857.
Ki=4C(C−1)4C2−C−1=4(12.857)(12.857−1)4(12.857)2−(12.857)−1.
= 1.0616.
σb=Ki(πd332Mb)=(1.0616)(π(1.4)332(250)).
=985.18N/mm2.
Therefore, (σb)>(σt).
The design is not safe.
Trial 2 d = 1.6 mm
From Table 10.1,
Sut=2250N/mm2.
The permissible stress (σt) is given by,
σt=(fs)Syt=(fs)0.60Sut=(2)0.60(2250).
=675N/mm2.
C=dD=1.618=11.25.
Ki=4C(C−1)4C2−C−1=4(11.25)(11.25−1)4(11.25)2−(11.25)−1.
=1.071.
σb=Ki(πd332Mb)=(1.071)(π(1.6)332(250)).
=665.84N/mm2.
Therefore, (σb)<(σt).
The design is satisfactory and the wire diameter should be 1.6 mm.
Step II Number of active coils
From. (10.31),
k=64DNEd4 (10.31).
N=64DkEd4=64(18)(3)(207000)(1.6)4=392.53.
or N = 393 coils.