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Structural Bolting Methodology, Standards, and Specifications – Ep 088

The Structural Engineering Channel

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Is the Torque Gun Getting Nearer to the Minimum Required T?

AISC says I want 39,000 pounds on every 7 inches, A325 bolt. There's no wavering on that. So my minimum required 39,000, essentially 40 with a 72-j325 bolt. How do you get anywhere near for it? Looks like just south of 20. We got to work with T equals PKV. My input torque is 500. What do we say that, Mike? We're going to put 500 foot pounds on it and see where we land. Give a bump.

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