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LPile Loads

LPile Loads

LPile Loads

(OP)
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?

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