Hello Designer!
Is it allowed by the code to used a coupler for all the reinforcement of a cantilever beam? The reason why is, the construction of core/shearwall will be casted ahead by two floors. Please enlighten me. Than you in advance
Dear designers,
Please share your idea, solution and recommendation on this kind of issue for pile reinforcement development shortage (image as attached). Thank you in advance.
Hi to all Structural experts,
I just need to ask if in the analysis and design, is it allowed to use multiple code of practice. Say, Analyzed the structure in seismic using UBC97 but design it with BS 8110-97 is it possible to do that? Because i notice that BS Code does not include seismic...
To all Etabs master,
Just a question on how to model in etabs an eccentric beam connected in column (beam not in the center of column) in such a way to analyze a proper/accurate column behaviour.
To all Etabs master, any body encounter this message in the run analysis: NEGATIVE JACOBIAN ENCOUNTERED. Please tell me hiw to solve this issue thanks.
Red Flag
this post
Hello Designers!
Anybody can share a good reinforcement detailing for big openning in flat slab. The openning dimension is 3.0m x 2.8m coinside at the middle strip of the slab. Thanks and really appreciate your help.
Hello Fellow Engineers!
Anybody can suggest solution and practical ideas if the stresses in Torsion + Shear exceed the limit by the Code stated above without increasing the section of the concrete beam?
Your comments and suggestions is really appreciated. Thanks guys....
