Maximizing Thread Strength: Stress Analysis on M10 Bolt with 100 kg Load

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SUMMARY

The discussion focuses on the stress analysis of an M10 bolt subjected to a 100 kg axial load. The calculated stress on a single thread is approximately 17.21 MPa, which is deemed low, leading to a total stress of about 3 MPa when considering a 5-thread engagement. The maximum load before thread stripping is estimated at 10 tons, significantly higher than the initial load. Clarifications reveal a distinction between tensile thread stress in the bolt and nut shear stress, emphasizing the importance of using the correct formulas for accurate calculations.

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  • Understanding of tensile stress and shear stress concepts
  • Familiarity with M10 bolt specifications, including diameter and pitch
  • Knowledge of finite element analysis (FEA) principles
  • Basic mechanics of materials, particularly regarding load distribution
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  • Review the mechanics of threaded fasteners and their load capacities
  • Learn about shear stress calculations for nuts and bolts
  • Study finite element analysis (FEA) applications in mechanical design
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Mechanical engineers, structural designers, and anyone involved in the analysis and design of bolted connections will benefit from this discussion.

Aerstz
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Homework Statement
Calculate the stress in a screw thread resulting from a known force
Relevant Equations
Stress = Force / (0.25 * pi * (nominal thread diameter - 0.93194 * pitch)^2
A load of 100 kg acting in the axial direction is applied to a nut coupled with a standard M10 bolt. The nominal thread diameter is 10 mm; pitch is 1.5 mm. Thus, the stress acting on a single thread in the bolt is:

1000 N / (0.25 * pi * (10 mm - 0.93194 * 1.5 mm)^2) ≈ 17.21 MPa

17 MPa seems rather low. If a nut covers 5-threads, the total stress is therefore just 3 MPa (17/5), translating to a maximum load acting on the steel nut (assuming proof strength of ~200 MPa) of approximately 10-tons.

10-tons seems a lot of weight before a loaded M10 nut will strip a bolt of its threads, which is why I'm posting this to request clarification/verification, please?
 
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Lnewqban said:
Thanks. Judging by the information in these links, my calculation is about five-times out. What confuses me is that the formula I used I took from a report I produced years ago, and I cannot recall where it came from, and I am unable to find it anywhere online (I even asked an AI bot). In my report, the predicted stress was verified by FEA, so why my result here is so disagreeable with the tabulated values you linked me to I have no idea.
 
Aerstz said:
Thanks. Judging by the information in these links, my calculation is about five-times out. What confuses me is that the formula I used I took from a report I produced years ago, and I cannot recall where it came from, and I am unable to find it anywhere online (I even asked an AI bot). In my report, the predicted stress was verified by FEA, so why my result here is so disagreeable with the tabulated values you linked me to I have no idea.
You may have your answer by now but you are confusing tensile thread stress in the bolt and nut shear stress. The tensile stress is force/area independent of thread number.

The nut shear stress is force/ nut shear area which is pi x D x nut depth, usually three thread engagement
 
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