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Today's video tutorial demonstrates how to calculate the minimum bolt diameter needed to resist uplift forces. Using a steel column secured by 4 grade 8.8 bolts in a concrete foundation and subjected to a 250 kilonewtons design uplift force as an example, the design tensile capacity of the bolt can be determined by the equation fub. Grade 4.6 bolts are common mild steel, while grade 8.8 bolts are higher in strength. The first number in the grade refers to the ultimate tensile strength of the bolt, and the second number is a multiplier to calculate the yield stress. For instance, a grade 8.8 bolt has an ultimate tensile strength of 800 newton per millimeter squared and a yield stress of 640 newton per millimeter squared. The bolt tension area (As) is crucial in the calculation process.
