Buckling shouldn't occur until after the composite beam has been loaded beyond capacity right? And design plays a pretty strong factor in ensuring buckling doesn't occur at all. Everything from the strength of concrete, the number/size of anchors, steel bean selection and tributary width plays a crucial role. Check AISC 10th edition chapter 3 for details on composite beam moment capacity and anchor strength
![YOU AIN’T SEEN NOTHING YET! // Solarballs // [Theia/Proto Earth] / [Moon/Earth]](http://i.ytimg.com/vi/eb4vHQ3NWrg/mqdefault.jpg)
is there any explanation of buckling that may happen in composite beam?
Buckling shouldn't occur until after the composite beam has been loaded beyond capacity right? And design plays a pretty strong factor in ensuring buckling doesn't occur at all. Everything from the strength of concrete, the number/size of anchors, steel bean selection and tributary width plays a crucial role. Check AISC 10th edition chapter 3 for details on composite beam moment capacity and anchor strength