hi
I want to model the channel shaped shear wall in the seismostruct. In the modelling of RCC wall, the Seismostruct is asking for only 2 nodes, bottom one and the top one.
I want to rest my beam on the column boundary element of shear wall. Problem is, there is no connection between the external ...
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- by kedarsabharanjak
- 01 Feb 2016, 08:09
- Forum: 03-Analytical/modelling capabilities
- Topic: Reinforced concrete shear wall modelling
- Replies: 3
- Views: 8587
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