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A R.C.C Column 300mm×500mm is reinforced equally on two short sides by 3000mm2 on each side. The cover to the center of steel is 50mm.
written 8.8 years ago by | • modified 4.3 years ago |
Calculate ultimate load and ultimate moment the column can resist if it is just on the verge of cracking. Take ku=1 Use M20/Fe415 take fs1=355N/mm2,fs2=70N/mm2fc1=9N/mm2,fc2=3N/mm2
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