Alex308
Structural
- Jan 27, 2012
- 1
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).
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).
