safe slab results from strip versed slab Contor results
safe slab results from strip versed slab Contor results
(OP)
Dear all, good day
i have done a project with flat slab system, and get slab -ve results using strip at column with width 0.25 Span, and get +ve moment from contor. when that project revised by another consultant, he refused to approve strip design, how can i help hem to change his mind, i need a paper explain difference between 2 methods to submit
Regards
i have done a project with flat slab system, and get slab -ve results using strip at column with width 0.25 Span, and get +ve moment from contor. when that project revised by another consultant, he refused to approve strip design, how can i help hem to change his mind, i need a paper explain difference between 2 methods to submit
Regards






RE: safe slab results from strip versed slab Contor results
RE: safe slab results from strip versed slab Contor results
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: safe slab results from strip versed slab Contor results
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: safe slab results from strip versed slab Contor results
If you present a paper, he may not read it. He may even become defensive.