logokster
Structural
- Apr 29, 2015
- 4
I have a 3/4"-10 A325 bolt that is approximately 1 thread short in the nut. Assume 9 threads are engaged and the materials are of the same strength, how do I calculate the absolute minimum thread engagement such that the bolt still controls and will exceed allowable in tension prior to the bolt/nut threads exceeding the allowable in shear. One idea I have is to calculate the maximum allowable tension in the bolt (Using ASD, F(lb) = 0.33 x Fult x Aten) versus the shear strength of the bolt (Using Federal Highway H28 to calculation Asa and ASD for allowable shear load, F (lb) = 0.4 x Fult x Asa = 0.4 x Fult x pi x E x Le x 0.75). Then set these equations equal to each other. All values are known with the exception of Le so I would be able to determine the minimum thread engagement required in the nut such that the bolt still controls.
Let me know your thoughts. Thanks.
Let me know your thoughts. Thanks.