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//(Threaded Joints) Example 7.4
//Refer Fig.7.19 on page 235
//Force acting on the steel plate P (kN)
P = 5
//Yield tensile strength of 45C8 Syt (N/mm2)
Syt = 380
//Factor of safety fs
fs = 3
//Number of bolts N
N = 3
//Eccentricity value (distance between C.G. of bolts and force) e (mm)
e = 200 + 30 + 75
//Distance between bolt1 and bolt2 r1 (mm)
r1 = 75
//Distance between bolt2 and bolt3 r3 (mm)
r3 = 75
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