design of columns circular

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CIRCULAR COLUMN Given Data Axial Load Pu 2000 KN Grade of Concrete, fck 20 N/mm2 Grade of Steel, fy 415 N/mm2 Diameter of Main Bar 25 mm Effective length of column 2400 mm % of reinforcement 2 % Mx 0 KNm My 0 KNm Assume,d' 60 mm It is axially loaded(CLICK HERE)

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CIRCULAR COLUMNGiven DataAxial Load Pu 2000KNGrade of Concrete, fck 20N/mm2Grade of Steel, fy 41N/mm2!iameter of "ain #ar 2mm$%ecti&e len't( of column 2400mm) of reinforcement 2)"x 0KNm"y 0KNmA**ume,d+ ,0mmIt is axially loaded(CLICK HERE)AXIALLY LOADED COLUMNAxial Load Pu 2000KNGrade of Concrete, fck 20N/mm2Grade of Steel, fy 41N/mm2!iameter of "ain #ar 2mm$%ecti&e len't( of column 2400mm) of reinforcement 2)"x 0KNm"y 0KNmA**ume,d+ ,0mmAxially Loaded ColumnAxially Loaded Col!nPu- .0/40fck0Ac12.0/,30fy0A*1A' 144242/,mm25/14/40!62 144242/,mm2! 45,/05mm2Pro&ide ! 440mmC"e#$ %o& E##ent&i#ityey-ex-l/00 2 .!/501 14/43mmey7min.20,0/00!1 20mmSafeRein%oe!ent DetailsPu- .0/40fck.A'8A*c11 2 .0/,30fy0A*c1A*c 2405/933mm2"in A*c .0/9) A'1 121/909mm2!iameter of #ar* 2mmA*c re:uired 2405/933mm2No/ of #ar* re:uired ,No+*Pro&ide ,No+* of 2Pro&ide,No+* of2mm !ia ;ar*Late&al 'ies!iameter of t(e