I am conducting an ASD9 Code Check with GTStrudl V. 25. In the summary output of the Code Check, the controling load combination is noted as "AXC TBEN". I do not believe that this combination is correct, since it seems to only be adding two of the three D/C ratios (axial, minor bending, and...
When using Sap2000 V.10 code check, how does sap treat unbraced lengths. Currently, I have a 45ft beam. However, since there are bracing and other beams coming into the 45ft beam, there are 2 noded equaly spaced along the beam. Therefore, the 45ft beam is broken into 3 15ft beam segments...