Hi all,
In Table 5.5 for Elastic-Plastic Analysis:
2.1(P+Ps+D+T)+2.7L+0.8Ss
where (Table 5.2):
T - Is the self-restraining load case (i.e. thermal loads, applied displacements).
This load case does not typically affect the collapse load, but should be
considered in cases where elastic...
