RyUIUC
Structural
- Sep 21, 2011
- 16
I am analyzing a single pile using LPile V.5 using analysis Type 1- Computation of Pile Response Using Elastic Pile Stiffness (Basic Modeling). In trying to determine the maximum factored bending/shear forces along the pile length, are you supposed to enter in factored loads to determine these values directly from the output report/graphics or are you supposed to input unfactored loads and factor the results?
If factored loads are used, does a seperate run have to be performed for unfactored loads to determine an accurate deflection?
If factored loads are used, does a seperate run have to be performed for unfactored loads to determine an accurate deflection?