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LoginA) one-third of the effective span of the T beam,
B) 12 times of the depth of slab plus breadth of the web,
C) c/c distance of adjacent beam,
So minimum value from this is B.
12* 10 + 30 = 150 cm.
Effective flange width >= Effective span/4.
Fw = 600/4 = 150 cm.