In formula Pu=0.4Fck.Ac+0.67Fy.Asc Pu stands for
a. Axial factored load
b. Area of the steel
c. Compressive strength
d. None of the above
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ultimate axial load carrying capacity
Diameter of Steel bar = 20 mm. axial load carrying capacity of column formula. Pu = 0.4fck.Ac + 0.67fy.Asc. as per IS code 456 2000. Where Pu = ultimate axial load carrying capacity of column.
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