Bolt Group Tool Tension Calculation

RE: Bolt Group Tool Tension Calculation

Quinton Sweitzer — Mon, 23 Aug 2021 11:56:55 GMT

Thanks for the response. I actually discovered that regardless of how you enter the bolt matrix parameters and direction of the eccentric shear, RAM calculates the neutral axis based on the axis corresponding to the bolt columns.

I tested this out with a 2 column x 3 row bolt matrix with an out of plane shear force at 0° vs. a 3 column by 2 row bolt matrix with an out of plane shear force at 90°. The results should be identical but were not.

RE: Bolt Group Tool Tension Calculation

Seth Guthrie — Mon, 16 Aug 2021 14:44:51 GMT

For out-of-plane analysis we are following the Eccentricity Normal to the Plane of the Faying Surface procedure. AISC360 15th Edition page 7-10.

Where we found the equilibrium/neutral axis using a bisection method.

RE: Bolt Group Tool Tension Calculation

Seth Guthrie — Mon, 09 Aug 2021 16:19:50 GMT

I'll double check with the developers, but this is what the Limcon manual indicated and the Ram Connection methods are similar.

Out of Plane Bending

Out-of-plane moments on bolt groups are always analyzed using a plastic method in which all tension bolts are assumed to resist the ultimate bolt tension. Using the Ref. 6 method with the neutral axis at the bolt group centroid there can be only one non-zero out-of-plane moment. Behavior is not defined for biaxial out-of-plane bending.

RE: Bolt Group Tool Tension Calculation

Quinton Sweitzer — Mon, 09 Aug 2021 14:52:26 GMT

My question is in regard to the tension force calculation. Eccentricity normal to the plane of the faying surface and getting the tension per bolt.

RE: Bolt Group Tool Tension Calculation

Seth Guthrie — Mon, 09 Aug 2021 14:49:43 GMT

If you click on the Analysis Method and show the help you will get some details. Copied below:

Analysis method

Option that allows to define the analysis method to determine the bolt group capacity when subjected to eccentric loads.

Elastic Method
The elastic method uses basic mechanics and superposition to estimate the shear stress in each bolt. The load is considered at the center of gravity of the bolt group and a moment added to account for the eccentricity. The stresses for each case are then determined and vectorially added together.
Instantaneous Center Method
The instantaneous center method considers that the translational and rotational events occur simultaneously about an instantaneous center of rotation that is located near a line that is perpendicular to the applied force and passes near the original center of gravity of the bolt group. The method also accounts for the ductility of the bolt group and the potential for load redistribution.