BatMan
Structural
- Feb 23, 2014
- 41
Be nice guys....Here we go.
I'm doing an anchorage of an equipment in a region with high seismicity. The equipment is not considered essential and is used in industrial warehouse (stubby, not very heavy).
However, the client in concerned that anchoring the supports to existing slab will cause cracking due to thermal expansion/contraction as the equipment is exposed to high operating temperature (not near the support).
I've suggested to box it in with anchored angles around the equipment. Is there more clever way to handle this? Letting the equipment breathe in/out while restraining from sliding all over the place? I'm guessing the thermal movement is on the order of an inch or less
I'm doing an anchorage of an equipment in a region with high seismicity. The equipment is not considered essential and is used in industrial warehouse (stubby, not very heavy).
However, the client in concerned that anchoring the supports to existing slab will cause cracking due to thermal expansion/contraction as the equipment is exposed to high operating temperature (not near the support).
I've suggested to box it in with anchored angles around the equipment. Is there more clever way to handle this? Letting the equipment breathe in/out while restraining from sliding all over the place? I'm guessing the thermal movement is on the order of an inch or less