## L-Pile and Fixed vs Free Head Conditions

## L-Pile and Fixed vs Free Head Conditions

(OP)

If you have a large diameter drilled shaft foundation (7 to 8 feet) which is properly embedded in the overlying concrete cap, you have a 'fixed head condition'. This I am comfortable with.

The structural engineer has provided us with axial, shear and moment forces for this pier. By having a 'fixed head condition', can you still have a moment force on the top of the pier? There is a debate in our office right now as to whether you can or cannot have this force. Everyone agrees you can have axial and shear, the question is on moment.

In L-Pile there are 6 options for Data-Boundary Conditions and Loading. The user's manual is not the most friendly to use and I need to know which of the options models the "fixed head condition".

I think the Shear & Slope (option 2) boundary condtion is the fixed head. If this is the case, how do you convert a moment (kip-ft) into radians (provided you can have a moment on a fixed head)?

Thanks for you help.

The structural engineer has provided us with axial, shear and moment forces for this pier. By having a 'fixed head condition', can you still have a moment force on the top of the pier? There is a debate in our office right now as to whether you can or cannot have this force. Everyone agrees you can have axial and shear, the question is on moment.

In L-Pile there are 6 options for Data-Boundary Conditions and Loading. The user's manual is not the most friendly to use and I need to know which of the options models the "fixed head condition".

I think the Shear & Slope (option 2) boundary condtion is the fixed head. If this is the case, how do you convert a moment (kip-ft) into radians (provided you can have a moment on a fixed head)?

Thanks for you help.

## RE: L-Pile and Fixed vs Free Head Conditions

It has been several years since I used the software, so I don't remember the boundry condition options very well. However, if the drilled shaft is fixed by the cap, then the rotation at the top is zero. I know that LPile will allow you to enter the moment. If you would like, post the boundry condition options and I should be able to remember.

Alas, I don't have access to LPile or the manual at this time.

## RE: L-Pile and Fixed vs Free Head Conditions

In reality, no shaft will be absolutely fixed. Even with a perfectly rigid connection at the pile cap, you will still get some rotation or flexing of the pile cap. So the theoretically correct boundary condition should be shear and rotational stiffness for a "fixed-head" shaft. However, calculating what that rotational stiffness should be is a very complicated process and not usually worth the effort.

How has the structural engineer calculated the moment at the top of the shaft? If your moment calculation from LPile using a fixed-head condition is vastly different than his moment, I would investigate further into his calculation method. There may be some miscommunication about the geometry.

## RE: L-Pile and Fixed vs Free Head Conditions

While the embedded portion of the pile in the pile cap is not free to rotate, the portion below the interface will rotate, the degree depending on the py characteristics of the soil, pier stiffness, and applied lateral load. Check out the ASTM Lateral Load Test testing method for illustrations of what a 'fixed head' condition is defined as for lateral testing, and this becomes clearer, since the portion of the pile above the groundline is braced to prevent rotation, while that which is below will rotate (bend). In contrast, a free head does not have the extra bracing, and subsequently more deflection for lateral loading.

In any event, there will always be a moment when a lateral load is applied. I have not used Lpile in a while, but will check on the model that may be appropiate.

## RE: L-Pile and Fixed vs Free Head Conditions

My question at this point is what to do with the moment force? It seems that moment forces are basically ignored and not included in the calculation for this boundary condition.

We are using L-Pile version 4.0 for those wondering.

## RE: L-Pile and Fixed vs Free Head Conditions

One of the primary purposes of a pile cap is to re-distribute these column moments to the foundation elements (piles or shafts) as axial forces. But this will depend on the pile layout and the relative stiffnesses of the pile cap to the individual foundation elements.

Based on the size of the shafts and the fact the structural engineer gave you moments at the top of the shaft, I would suspect that you have only a single line of shafts at each pier and these should be treated as "Free-Head" for your analysis. The L-Pile input for "Free-Head" should then be Boundary Condition #1 -Shear & Moment (with axial force included as well).

## RE: L-Pile and Fixed vs Free Head Conditions

I believe the shafts are to be arranged on a 2x3 grid (6 shafts per cap). The request for fixed head analysis came directly from the Structural Engineer.

Since posting, I have spoken with two people who have more experience with L-Pile than myself and the boundary condition they each recommended is #2 - Shear, Slope, and Axial.

For a fixed head condition, the Slope is set to zero, and the moment force is basically not included in the analysis. Neither person could adequately explain why the moment is ignored, except that it is the way L-Pile works. It has something to do with the moment being "absorbed" by the pile cap. I'm not a structural guy (and neither are the two people I spoke with) so if you have any comments I'm all ears.

## RE: L-Pile and Fixed vs Free Head Conditions

Looks like you're working on a very big pier!

If the shafts are in a grid AND the structural enginer is confident the cap is stiff enough to cause fixed-head moments then I agree with your L-Pile modeling approach.

If this is the case, the structural engineer should not be giving you shaft moments since the cap should be converting these moments to axial loads. I would ask the structural whether the axial loads they gave you include the moment effects (if not, they should). The moments increase the axial load on some shafts while simultaneously decrease the axial loads on other shafts...this could effect your analysis. The GROUP software would handle this structure much better but L-Pile can be used with some proper "book keeping"

Good Luck!

## RE: L-Pile and Fixed vs Free Head Conditions

## RE: L-Pile and Fixed vs Free Head Conditions

## RE: L-Pile and Fixed vs Free Head Conditions

## RE: L-Pile and Fixed vs Free Head Conditions

Jake

## RE: L-Pile and Fixed vs Free Head Conditions

## RE: L-Pile and Fixed vs Free Head Conditions

sdz