PIle loads - design load in wind cases
PIle loads - design load in wind cases
(OP)
Does anyone here allow a 25% increase over design load for a pile for dead live and wind combination? Bearing in mind the transient nature of the laoding will not lead to settlement.






RE: PIle loads - design load in wind cases
RE: PIle loads - design load in wind cases
RE: PIle loads - design load in wind cases
Come on, with a 2:1 factor of safety, I think a 33% increase in a wind event is acceptable.
RE: PIle loads - design load in wind cases
RE: PIle loads - design load in wind cases