detailing inquiry
detailing inquiry
(OP)
dear engineers,
i inquire about the details shown in the attached file
i want to make a detail for continuous slab with cantilever without making any torsion effect on the supporting beam as the designer did not provide this beam with closed stirrups or side bars for torsion
i provide 3 details in the file
detail 1 : recommended by most of my colleagues as the detailed rft extend from the slab to cantilever and the cantilever slab rft extended to the slab without any rft extension into beam body or depth
details 2 and 3
i do not know what is wrong with them , but all of my collegues do not recommend it as slab or cantilever slab rft extend into the beam body which can change the statical system shown in file to another system from the intended one like the beam carry torsion moment which is not designed to resist
i say however the rft extend into beam body but the other slab rft extend also in the beam with Ld which will receive the tension force from beam to the other slab
please give me your opinion
regards
m.samir
i inquire about the details shown in the attached file
i want to make a detail for continuous slab with cantilever without making any torsion effect on the supporting beam as the designer did not provide this beam with closed stirrups or side bars for torsion
i provide 3 details in the file
detail 1 : recommended by most of my colleagues as the detailed rft extend from the slab to cantilever and the cantilever slab rft extended to the slab without any rft extension into beam body or depth
details 2 and 3
i do not know what is wrong with them , but all of my collegues do not recommend it as slab or cantilever slab rft extend into the beam body which can change the statical system shown in file to another system from the intended one like the beam carry torsion moment which is not designed to resist
i say however the rft extend into beam body but the other slab rft extend also in the beam with Ld which will receive the tension force from beam to the other slab
please give me your opinion
regards
m.samir






RE: detailing inquiry
Dik
RE: detailing inquiry
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RE: detailing inquiry
Check out Eng-Tips Forum's Policies here:
FAQ731-376: Eng-Tips.com Forum Policies
RE: detailing inquiry
A structural step up onto a balcony is a rare thing (drainage). Now, low and behold, I've encountered it twice in the space of a few weeks. I often get the impression that, somewhere in the world, there are actually groups of people working on the same problem. Or one, very conscientious person with four Eng-Tips accounts, who knows.
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: detailing inquiry
Dik