Hello again,
This time I'm trying to program a short script in excel to calculate needed reinforcement in simply supported concrete beams.
According to the Canadian standards, the moment resistance formula for a beam is Mr = PHI x As x fy x (d - a/2) where the "a" variable also contains...
Hello, I am trying to find equivalent nodal loads for the following scenario:
-column pinned on the bottom and fixed on the top, with horizontal uniform line load.
What would be the equivalent end moments and forces for this configuration?
I am making a spreadsheet to calculate simple frames...