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safe slab results from strip versed slab Contor results

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

RE: safe slab results from strip versed slab Contor results

What was his argument in refusing the strip design ?
Pay attention that it is 0.25 of the smaller span.

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