I'm attempting to calculate the clamping force from a u-bolt. This arises from an existing support configuration that is being re-qualified due to the installation of new equipment. I am stuck with this configuration unless it turns out to be truly impossible to re-qualify.
The u-bolts, as shown in Figure 1, are supporting a vertical load. This vertical load is being resisted only by the clamping force which exists from the 2 u-bolts around the vertically oriented 2" dia. Schedule 40 pipe.
My initial thoughts are to approach the qualification as I would for a bolt and nut in a slotted hole. That is to say, use the installation torque to calculate the bolt preload, and then use the preload along with an appropriate coefficient of friction to calculate the clamping load. This approach seems inadequate to me, but I don't really have a good reason why I feel that way.
Has anyone ever dealt with a similar issue? What method was used to calculate the clamping force?