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Eccentric load concrete edge beam
Good advise dhengr, I will give it a thought. I recently found this forum and it is an amazing forum with a lot of experienced and helpful people. Keep up the good work all! Hopefully I will be helpful sooner or later. Yes it is 300kN in ULS condition. I am using Eurocode. I attached a file...- Danne_83
- Post #8
- Forum: Structural engineering general discussion
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Eccentric load concrete edge beam
Thank you all for the answers. It seems like we agree that it is not that simple to just ignore this issue. I did discuss it with the colleague today again and he was speaking about the stiffness of the beam and could not even see a problem in this case. He has been working for more than 40...- Danne_83
- Post #5
- Forum: Structural engineering general discussion
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Eccentric load concrete edge beam
I have an edge beam founded directly on the ground with steel columns attached to it every 3m as the picture shows. I am struggling understand how to handle the eccentric load from the columns. A colleague told me that the moment from moving the load to center edge beam will be taken care of the...- Danne_83
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- Replies: 8
- Forum: Structural engineering general discussion
