Have the wind speeds only changed from 115 mph to 110 mph? how do I convert the wind speeds from ASCE7-16 to ASCE7-05 basic wind speeds?
Did the Velocity pressure equation change from 05 to 16?
I need a go-by example for designing a concrete pier in cohesionless soil. for the uplift and downward load carrying capacity we have to multiply the surface area with the skin friction, correct? I also have moment induced on the pier from the light pole on top. how do I check my pier for it...