Axial load - Pile
Axial load - Pile
(OP)
Can anyone provide me an approximate axial load than can be used to determine the structural capacity of a pile supporting a roadway signal post.
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RE: Axial load - Pile
I would think it would be so small that it could be ignored in the calculations.
RE: Axial load - Pile
RE: Axial load - Pile
Otherwise analyse it as zero then analyse it as a conservative amount (say 10kips) then take the worst case.
RE: Axial load - Pile
RE: Axial load - Pile
RE: Axial load - Pile
If axial load is negligible, how about torsion? How do we enter this in the L pile program? Can this be neglected too as piles can only designed for Lateral and Moment?
I do see the 45 kip-ft (significant) number for your design.
RE: Axial load - Pile
RE: Axial load - Pile
RE: Axial load - Pile
RE: Axial load - Pile
Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-0