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Turkish Strclengineer
New Member
First of all, good job everyone. In the beamless slab flooring system I am working on, the floor support moment (balcony/console) is 12.55 tm. This moment value is effective at a width of approximately 50 cm as seen in the picture; 1- When calculating the reinforcement for this 12.55 tm moment (it turns out to be approximately 26cm2), should I equip assuming 100 cm plate width (bw=100cm) or 50 cm plate width (bw=50cm). When calculating for 50 cm width, the reinforcement interval is 10Q18/5 (in addition to the Q12/18 grid). For 100 cm width, it turns out to be about 10Q18/10. 2- It is the right approach to do this according to the maximum moment (12.55 tm) while making the reinforcement calculation. Or is it a correct approach to do it according to an average moment value. Good work ...