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When a beam is accepted as a brace, any warning?

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IJR

Structural
Joined
Dec 23, 2000
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774
Location
TR
Etabs will accept a diagonal element(an element spanning between 2 floors) as a brace.

And doesnt design it

I wanted a slanted beam to be designed.

Any way around it? Any warning against use of such elements in Etabs?

respects
IJR
 
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