One way slab design as per IS 456-2000 code. RCC column design as per IS 456-2000 code. In the column design as per previous article the load is taken as 1200kN and dimension of the columns are obtained as 400mmX400mm cross section.įollow our previous articles for the complete column, beam, one way slab and two way slab design by using manual method In this article I will explain you the clear concept regarding the isolated footing design as per IS 456-2000 code by manual calculations.
The load is taken as a point load which is acts in the column section. The loads related to the gravity loads and gravity loads are considered in the foundation design. The reinforcement details are depends upon the total load which is acts on building structures. Isolated footing design as per IS 456-2000 code | structural design | civil engineeringįooting the structure which is exists below the ground level the strength of the building is depending upon the reinforcement details of foundation.
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