direct designed of two way slab...is the beam need not to be desing
direct designed of two way slab...is the beam need not to be desing
(OP)
as designing the two way slab by direct design method.. the beam carry most of the loads, thus the beams has its ultimate moments. the ultimate fuctored moment of the beam thats was derrived by the slab analysis should be used in designing the beam?





RE: direct designed of two way slab...is the beam need not to be desing
RE: direct designed of two way slab...is the beam need not to be desing
the 85% allocated moments if stiffness ratio and aspect ratio is equal or greater to 1.0 or 85 to 0 % if the value is lesser to 1.0 therefore is needing to be analized further?