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equivalent frame method for analysis of continuous slabs
Hi I am trying to model a two way slab system on beams using the equivalent frame method since the direct design method won't work. I am using a simple plane frame program to analyse the equivalent frame, however, my analysis gives moments that are too high. The reason being, I do not know how...- nestyc
- Thread
- Replies: 2
- Forum: Structural engineering general discussion
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continuous slab design using the equivalent frame method
Hi I am trying to model a two way slab system on beams using the equivalent frame method since the direct design method won't work. I am using a simple plane frame program to analyse the equivalent frame, however, my analysis gives moments that are too high. The reason being, I do not know how...- nestyc
- Thread
- Replies: 0
- Forum: Finite Element Analysis (FEA) engineering
