Dear sir,
I analyse beam detail after design, & found some doubt:
1. The side face reinforcement is not shown in output file while torsion moment is significant in that particular beam.
2. In Secondary beam, we apply moment release at junction of main beam. How much factor should release.
3. shear of beam should check at "d"distance from face of column but in output file, it shows "2d"instead of "d".
Please reply to particular above.
Thank you!