ok this is the procedure my officemate told me how to assume subgrade modulus (Ks) and just want to verify if you agree..
inially divide soil pressure by 0.5 in.. then use the Ks in the program.. if actual deflection is less than 0.5 in then your assumption is OK..
if actual deflection is...
i am not designing any house but plan to buy a house..
and wants to put a heavy billiard table on the second floor..
can a typical 2 story house built by builder carry that loads?
am still wondering how i become an engineer.. hahaha
thanks,
can someone please help me.. newbie..
CRSI pile cap table both for on soil and on pile..
can i use it if i have Actual Moments as long as the soil bearing and/or pile capacity are not exceeded?
or it is only good for vertical loads which will never happen it actual because of course you have...
