1-Single bar - no problem
2-Single bar with tapered RC beam section already assigned and then divided at intersecting nodes - no problem
3-Sequence of bars assigned with another (regular) section and then I assign them to be that RC beam tapered section (bar SEQUENCE) - Self weight is not generated.
4-BUT if I assign the tapered RC beam section to EACH bar of the sequence , then self weight will be generated
Tapered steel sections not affected by this problem.
I tried manually inserting the generated superbar into the load table but it is refused.
Any ideas??
thx!
Rafael Medeiros
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