To determine slab thickness for deflection criteria, ACI code use equations such as
ln/30 and ln/33
where
ln = clear span of slab
Is ln the short dimension of the slab or the larger dimension?? and where in the code it is mentioned?
ln/30 and ln/33
where
ln = clear span of slab
Is ln the short dimension of the slab or the larger dimension?? and where in the code it is mentioned?