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Hello to all of you. I have a doubt here and I would like to know what you all think about this. In a project that we are here developing in Portugal we made a decision that has led to a great discussion in my office. We are connecting a steel I beam to a slotted holes Fin Plate (easier...

Page 29 of the following has an example. Right now is the best I can give you... “The most powerful force on the universe is compound interest.” http://files.engineering.com/getfile.aspx?folder=9eccdf26-c109-4fe0-9f80-fdb7298e47ab&file=Exemple-EN1993-6.pdf

I would calculate the supports only for the N + V forces. No moments. You may apply a rotational stiffness to your support of 10% the column above. “The most powerful force on the universe is compound interest.” Subscribe me on Youtube: https://www.youtube.com/channel/UC6G8OOp318Z1MFzJj5T8uWw

I really don't think that any adding of mass in a 2 story building will make great difference on the total base shear. Besides, there will be more load on the second floor and less load on the first floor, assuming that the base shear is constants or the change is small. “The most powerful...

Try also BIM TOOLBOX from Autodesk. “The most powerful force on the universe is compound interest.” Subscribe me on Youtube: https://www.youtube.com/channel/UC6G8OOp318Z1MFzJj5T8uWw

May he Rest In Peace, and thanks for your great contribution. “The most powerful force on the universe is compound interest.” Subscribe me on Youtube: https://www.youtube.com/channel/UC6G8OOp318Z1MFzJj5T8uWw

And then read Dynamics of Structures by Ray W. Clough "The most powerful force in the universe is compound interest."

The best option is to ask the client. If he/she has no idea them you should use recommended values, like L/200 for total deflection and L/250 for live loads. "The most powerful force in the universe is compound interest."

1)For the sake of simplicity, I think you should model the base columns as pinned. To really act as pinned it depends on the final design of that joint. How many anchor rod do you plan to use? Could you be more specific?