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Posted: Wed Mar 04, 2015 5:09 am Post subject: RCC T-Beam Design
I need your help on one doubt.
When we design one way continuous slabs there are intermediate beams which arein between the continuous slabs.
Can we design this beams as T-beams?
Since there will be negative moments at continuous ends of the slabs and henceif we design it as T-beams then its compression flange would be under tensionowing to negative moment at continuous portion of slabs and for designing it asT-beam and to get T-beam action we need flange to be under compression.
Kindly clarify this doubt of mine.
Naman Navin Karaniya
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