If an office has a lot of visitors. How would it differs to a retail? The merchandize?
In your experience, how much would the live load affect the beam sizes and stirrups? Load combinations differ in different codes.
There is 1.2 DL + 1.6 LL
1.1 DL + 0.5 LL + 1 Earthquake load
What maximum load combinations do you use in your code?