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Stiffness Modifiers for Pick Up Columns
UmarMakhzumi and one other reacted to Badar (BAZ) for a topic
Idea is to stop the beam form transferring the negative moment to column. It is applicable at all levels. The longitudinal reinforcement of column does not effect. If I understood your situation correctly, there is no need for pick-up column to go beyond the landing slab at each level.2 points -
Stiffness Modifiers for Pick Up Columns
UmarMakhzumi reacted to Badar (BAZ) for a topic
You do not need any complicated detail for that. Just leave the top bars without hook in beam-column joint.1 point -
sub frame analysis --manual vs etabs results
UmarMakhzumi reacted to Badar (BAZ) for a topic
By joint translation, you mean that the manual calculations were based on the assumption that frame can not move side ways? Anyways, for practical purposes, this is not a significant difference.1 point -
Thank you @UmarMakhzumi and @Badar (BAZ) for your responses. I'll apply these to a problem I'm dealing with at the moment. I'll probably have some more questions as well so I'll be back again lol1 point
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