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Development lenght in intermediate moment frames

Development lenght in intermediate moment frames

Development lenght in intermediate moment frames

(OP)
In intermediate moment frames should i use for bars development the eqt of 21.7.5 or the eqt of 12.2.3
What i m sure of is that 21.7.5 eqt is used for special moment frame but should we use it for intermediate too ?

RE: Development lenght in intermediate moment frames

Could you add more detail? What code/spec are you referring to?

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RE: Development lenght in intermediate moment frames

Quote (ebsi)

What i m sure of is that 21.7.5 eqt is used for special moment frame but should we use it for intermediate too ?

I vote no based on my read of ACI318-11 21.1.1.7.

I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.

RE: Development lenght in intermediate moment frames

(OP)
Its based on Aci 318M-11 ,if its no what the eqt that i have to use wich one

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