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The area of steel, expressed as a percentage of gross concrete area, for the column of Problem 1.1 is lower than would often be used in practice. Recalculate the comparisons of Problem 1.1, using fy of 40 ksi and 60 ksi as before, but for a 16 × 20 in. column reinforced with eight No. 11 (No. 36) bars. Compare your results. A rectangular beam made using concrete with f′c = 6000 psi and steel with fy = 60,000 psi has a width b = 20 in., an effective depth of d = 17.5 in., and a total depth of h = 20 in. The concrete modulus of rupture fr = 530 psi. The elastic moduli of the concrete and steel are, respectively, Ec = 4,030,000 psi and Es. DESIGN OF CONCRETE STRUCTURES 14TH EDITION NILSON SOLUTION MANUAL. Ebook title : Design Of Concrete Structures 14th Edition Nilson Solution Manual exclusively available in PDF, DOC and ePub format. You can download and save it in to your device such as PC, Tablet or Mobile Phones. Of Course this. 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