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Thank you.

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...

no, i have not met any of them personally.. yeah alex i believe lives in canada

well i should know him i came from the philippines.. and he is very famous there.. no i dont have a table yet.. i dont have a house yet.. am just about to buy.. i would want to put it on the 2nd floor.. but since it cant take the load.. i'll put it in the car garage.. thanks for your help...

professional.. i play against top players like Bata Reyes, ronnie alcano, francisco bustamante, dennis orcollo, etc... hehehe joke structuralEIT... will a full size pool fit in a 2 car garage without problems?

so basically i shouldnt put a billiard table on the 2nd floor.. right?

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,

hello?

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...

Mat3d.. Staad..

so it's the same as bending except it bend due to axial load.. right? am looking for a good basic book for both concrete and steel... can you recommend one.. thanks,

i am a newbie engineer.. graduated in a 3rd world country.. my school sucks.. am still confuse when someone say lateral torsional buckling, out of plane buckling or whatever.. can someone please explain to me these terms.. i just couldnt picture it..