Thanks Ron,
1) I understand you mean multipling the dynamic load by the factor and design for the enlarged load as static.
2) You pointed out the HEART of my question. The reason for design is to arrest the problem of severe damage at the connection on the RC Structure. KINDLY EXPLAIN A BIT...
Without experience with large vibrating machine, I was required to design the SUPPORT of the legs of a 100 tons "single toggle jaw rock crusher" to be placed on RC structure. Base on horizontal thrust(5,000lbs) and vertical force (fluctuate 30,000 to 70,000lbs) of each leg during...
Without experience with large vibrating machine, I was required to design the SUPPORT of the legs of a 100 tons "single toggle jaw rock crusher" to be placed on RC structure. Base on horizontal thrust(5,000lbs) and vertical force (fluctuate 30,000 to 70,000lbs) of each leg during...
Dear friend,
I don't if your result is base on field data or just a numerical analysis. Please remember u have to assume a damping factor in order to fulfil the calculation. If u need details calculation please forward your excel worksheet to me and I wish I can help.
Regards,
During design of shallow pad on medium/dense sand for a two storeys house, I was told to reduce design bearing capacity to about half to account for water level which might rise up to the founding level. But I learnt from books that it is settlement, not bearing failure, normally controls...
