Dear Geo-technical Engineers,
I am following TR34 for slab on grade design,
From plate load test (plate size 600mm) we are getting the value of contact pressure corresponding to settlement = 1.25mm
then Ks = pressure / 1.25mm settlement.
to evaluating Modulus of Subgrade Reaction (Ks) for...
it is requested from me to design Cinema screen steel support.
Any one design the same before ??????? .... any one can provide sample design calculation for the vibration on the supporting steel structural.
I hope some one can help me.
