Pulpboy
Mechanical
- Aug 19, 2002
- 66
It's sad to see three proj. engineers trying to do a structural calculation to check something. I need a quick refresher.
When a beam runs perpindicular to two concrete walls and is bolted to them, is it considered simply supported or cantilevered?
I thought originally simply supported but when you start looking at deflections and realise that the moment could be taken up in the strech of the bolts does it turn to simply supported?
When a beam runs perpindicular to two concrete walls and is bolted to them, is it considered simply supported or cantilevered?
I thought originally simply supported but when you start looking at deflections and realise that the moment could be taken up in the strech of the bolts does it turn to simply supported?