LivingTheBeam
Structural
- Jan 27, 2018
- 10
Hi All,
I am designing a piled flat slab that will support a tank farm. These tanks will be subjected to an agitation process which will produce a cyclic horizontal load on the circular tanks. I was wondering if anyone has any experience or advice for situations like this. My main areas of concern are:
1) does the flat slab need to be designed/checked for dynamic loads?
2) as this horizontal load from the agitation process will induce varying/cyclic type loads on the legs of the tanks, should this horizontal load be combined with wind loads when checking push/pull loads on the supports for checking punching shear etc? (the tanks are external)
3) has anybody got good design example for or procedure for analysing flat slabs for high point loads?
Many thanks for any replies
I am designing a piled flat slab that will support a tank farm. These tanks will be subjected to an agitation process which will produce a cyclic horizontal load on the circular tanks. I was wondering if anyone has any experience or advice for situations like this. My main areas of concern are:
1) does the flat slab need to be designed/checked for dynamic loads?
2) as this horizontal load from the agitation process will induce varying/cyclic type loads on the legs of the tanks, should this horizontal load be combined with wind loads when checking push/pull loads on the supports for checking punching shear etc? (the tanks are external)
3) has anybody got good design example for or procedure for analysing flat slabs for high point loads?
Many thanks for any replies