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Mass Concrete
I am trying to design a large mass of concrete (6'x8'x50' long) which will carry a trolley on top of it (approx. 6 ksf). Does anyone know of reference material to determine the amount of reinforcement required? It seem unreasonable to use the min of 0.0018bh, however i know that temperature...- mscme
- Thread
- Replies: 4
- Forum: Structural engineering general discussion
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sway and non-sway moment magnifier and K factor
I have been trying to model a 6 story reinforced concrete building and using ETABS to design the columns. I did determine that all the stories are sway and made the frame sway ordinary in the overwrites box. However it does not calculate the sway moment magnifiers, i did check the non sway...- mscme
- Thread
- Replies: 1
- Forum: Computers and Structures: ETABS
