Question: Design corner panel Ribbed slab f = 2 4 Mpa f y = 4 1 2 Mpa, h = 3 2 c m Determine -

Design corner panel Ribbed slab f=24Mpa fy=412Mpa,h=32cm
Determine -
h=using cofficiant method
B=
V=
M=
AS=
all beany 60**30cm
the
odetentine
ase area and over all thickne$sfor shown footings area of footing one way and two way shear
Design corner panel Ribbed slab f = 2 4 Mpa f y =

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