LOAD to the concrete pedestal.Area required for the BASE PLATE = Factored load / Bearing Capacity of concreteBearing Capacity of concrete = 0.45 × fckfck - Characteristic strength of concreteCalculation:Given:Factored load = 2000 kN, Bearing Capacity of concrete = 0.45 × 20 = 9∴ Area required = 2000000/9 = 222222.222 mm2Side of plate = √222222.222 = 471.40 mm = 47.1 cm∴ A plate of 48 cm is to be provided.

"> LOAD to the concrete pedestal.Area required for the BASE PLATE = Factored load / Bearing Capacity of concreteBearing Capacity of concrete = 0.45 × fckfck - Characteristic strength of concreteCalculation:Given:Factored load = 2000 kN, Bearing Capacity of concrete = 0.45 × 20 = 9∴ Area required = 2000000/9 = 222222.222 mm2Side of plate = √222222.222 = 471.40 mm = 47.1 cm∴ A plate of 48 cm is to be provided.

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A steel column of ISHB 350 @72.4 kg/m is subjected to a factored axial compressive load of 2000 kN. The load is transferred to a concrete pedestal of grade M20 through square base plate. Consider the bearing strength of concrete as 0.45 fck, where fck is the characteristic strength of concrete. Using limit state method and neglecting the self-weight of base plate and steel column, the length of a side of the base plate to be provided is

Civil Engineering Column Base in Civil Engineering . 6 months ago

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Concept:Bearing plates are provided below the column to transfer the LOAD to the concrete pedestal.Area required for the BASE PLATE = Factored load / Bearing Capacity of concreteBearing Capacity of concrete = 0.45 × fckfck - Characteristic strength of concreteCalculation:Given:Factored load = 2000 kN, Bearing Capacity of concrete = 0.45 × 20 = 9∴ Area required = 2000000/9 = 222222.222 mm2Side of plate = √222222.222 = 471.40 mm = 47.1 cm∴ A plate of 48 cm is to be provided.

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Posted on 29 Oct 2024, this text provides information on Civil Engineering related to Column Base in Civil Engineering. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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