COEFFICIENT OF Y FOR PROJECTS WITH SIX FOUNDATION PILE

C

cerenn

New Member
Hello.. why does the program want to reset the bed coefficient while making a pile project? What is the difference between a project that is solved when the value in the ground study is entered and a project solution with zero bed coefficient? The only difference I can see..
 
Hi, The raft foundation bearing coefficient can be entered as zero, considering that the structure is only carried by piles... Since you will define the soil layers to make a pile solution, the program will take the stiffness of the springs to be modeled along the pile from the soil layers. There may be many differences between a project solved by entering the bed coefficient and a project solution with a zero bed coefficient; You assume that the structure is carried with rafts and piles. Since you will make a solution with superstructure-foundation interaction in piled foundations, the column-beam-panel etc. carrier system will also be affected by the result and the quantity will also change. Good work
 
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