What is the allowable load carrying capacity of a circular
column section of 400 mm diameter reinforced with 6x25 mm
diameter bars adequately tied with spirals? Consider
concrete of grade M25 and steel of grade Fe 415.
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What is the allowable load carrying capacity of a circular column section of 400 mm diameter reinforced with 6x25 mm diameter bars adequately tied with spirals? Consider concrete of grade M25 and steel of grade Fe 415.
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