Could you clarify what shear transfer you have to model? It will help to better answer your question
Have a look at this one too
https://www.youtube.com/watch?v=2xh4gRX9_A0
To my knowledge the thickness of the slab near the connection is determined by satisfying the applied flexural, one way and two way shear stresses as per the applicable code combinations.
Now, if your concern is seismic loads, you should indicate the LFRS and the design code you are using.
In...
If you are referring to user loads you may find the eccentricity field on your bottom right corner when you hit modify load pattern
If you meant code static loads it should be on the top left corner
Their software does not show any message or warring once height is more than conventional. I would guess that it will do so if it was limited to standard heights.
Thank you very much for the valuable input
why is this case specific load calculation would be needed if the footings have similar pressure
Generally in clay the increase of least width of footing will decrease the bearing capacity?
As the report mention maximum least width to be 6 m and...
As per the enclosed sketch
I am working on steel moment frame structure resting on clay soil attached attached to concrete tower resting on rock
Both structures will be based on shallow isolated footing with no tie beams.
The soil report provided allowable bearing to be 125 kpa
The report...
