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For the polynomial below, 2 is a zero. f[x) = x - 8x + 16x - 8 Expres.pdf

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For the column shown below with f\'c = 35 MPa and fy = 420 MPa, compute the strength values at points A-I in the interaction diagram. Plot the interaction diagram (including nominal strength and design strength curves). Solution The design strength at point A(pure compression ) will be because of concrete that Pu = 0.4*fc*b*d = 0.4*35*460*460/1000 = 2962.4 KN The design strength at point I(pure tension ) will be because of steel that 0.87*fy*Ast = 0.87*420*3*3.14*292/4/1000 = 723.7 KN The design strength are calculated assuming the Indian codes of structural design. If you have any doubt, post it in comments..

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- For the column shown below with f'c = 35 MPa and fy = 420 MPa, compute the strength values at points A-I in the interaction diagram. Plot the interaction diagram (including nominal strength and design strength curves). Solution The design strength at point A(pure compression ) will be because of concrete that Pu = 0.4*fc*b*d = 0.4*35*460*460/1000 = 2962.4 KN The design strength at point I(pure tension ) will be because of steel that 0.87*fy*Ast = 0.87*420*3*3.14*292/4/1000 = 723.7 KN The design strength are calculated assuming the Indian codes of structural design. If you have any doubt, post it in comments.

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