dccd
Civil/Environmental
- Feb 19, 2021
- 150
The horizontal beam is simply supported. I have assigned pinned to released the moment at the both ends. However, there's moment spike near the end in ETABS, what's the problem ? I have checked thru the model and couldnt find any problem related to it .
The correct BMD shall be blue (sagging moment) all the way in the SS beam....
I have assigned the slab as thin shell ,
The correct BMD shall be blue (sagging moment) all the way in the SS beam....
I have assigned the slab as thin shell ,