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- Users: Osama Anwar
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Where to use Redundancy Factor=1.3?
If I have a Symmetrical Special moment resisting frame in SDC D with 3 bays in one direction and 8 bays in another direction and I am solving it in ETABs and have enabled P-Delta effects, will I use redundancy factor=1 or =1.3. Is there any way to access redundancy factor without calculation if...- Osama Anwar
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- Replies: 38
- Forum: Structural engineering general discussion
