In robot structure analysis, RC column design, column-note:
Please clarify why the sum value of the loads table (2.4) does not matching the internal forces results from the design combination (2.5.1).
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I suposed that all the values in table (2.4) are (unfactored values) once u factored them u will get the same results.
try with (N) but concerning the moments take care that the vaules in table (2.4) are calcluated at column ends (top & bottom). pls , have a look to ARSA help .
I used the load factors according to shown combination equation, also all the forces values are at the top of column (sections A), still not matching.