Hello!
Please see pictrue attached.
My code (EUROCODE) defines that for contoling deflecion of RC slab one must see that the deflections are under the value of L (shortest slab span) divided by 250.
Wich value for L would you take for this scenario?
The walls are made from confided masonry and are 25cm thick.
RC beams are 25/50cm. Slab is 20cm thick
Please see pictrue attached.
My code (EUROCODE) defines that for contoling deflecion of RC slab one must see that the deflections are under the value of L (shortest slab span) divided by 250.
Wich value for L would you take for this scenario?
The walls are made from confided masonry and are 25cm thick.
RC beams are 25/50cm. Slab is 20cm thick