Please forward any quantitative iformation regarding
wind speed and live loads in Tokyo ... trying to get my
hands on the codes published by Architectural Institute of Japan ... but need a few numbers to get started.
thanks
given a subgrade reaction of 100 MN/m^3 for a square foot
plate ... is the spring stiffness 100 x the trib area of the join it is assigned to (in a computer model)?
thx