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A beam with dimension 250 x 500 mm (b x h), has 6 -20 mm bars. With ds = 10 mm, fc = 21 Mpa,

A beam with dimension 250 x 500 mm (b x h), has 6 -20 mm bars. With ds = 10 mm, fc = 21 Mpa, fy = 415 MPa, calculate the design capacity assuming concrete cover = 40 mm. Find f(x) if y = f(x) satisfies dy/dx = 144 yx^15 and the y = intercept of the curve y = f(x) is 5. f(x) = Get help:

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