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Voided biaxial slab

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Alex308

Alex308

Structural
Joined
Jan 27, 2012
Messages
1
Location
DE
Hi.
is it correct to design monolithic Voided biaxial slab like solid slab with reduced stiffnes and SW in FE programms?

or
should i design it like double-T ribbed floor

voids obtained by polypropylene formwork or ball (u-boot, cobiax etc).
 
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