I have a building where approximately 50% of the structure is rotated 15 degrees.
I am using a response spectrum analysis in accordance with the National Building Code of Canada 2015.
The building is a structural steel, braced frame building.
Normally I would calculate the base shear using the...
The information below is based on the National Building Code of Canada 2015:
I have a plan checker rejecting drawings due to inadequate live load.
I have designed a mechanical platform using 3.6 kPa of live load, but he is saying that it should be 4.8 kPa unless it is shown that the live load...
