Hello all! I am designing a three edged supported slab for attached structure. Short edge is elongated upto 7'-3". And I am planning to provide cantilever beam upto 4'-6".My question is: What is the deflection criteria for the three edged supported slab. And can i get a reference to design such...
HEllo all! My question is: Does the slab supported on four beam makes the slab two way. Where one beam is supported on columns, two beam is cantilevered from two column and one last beam is resting on the edge of two cantilever beam. And is it good to provide beam resting on the edge of two...
