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A Concrete column of C.S. area 400 x 400 mm reinforced by 4 longitudinal 50 mm diameter round steel bars at each corner of
A Concrete column of C.S. area 400 x 400 mm reinforced by 4 longitudinal 50 mm diameter round steel bars at each corner of the column carries a compressive load of 300 kN. Calculate (i) loads carried by each material & compressive stresses produced in each material. Take Es = 15 Ec Also calculate the change in length of the column. Assume the column is 2m long. Take Es = 200GPa 400 mm 400 mm -4-500 bar
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Mechanics of Materials
Authors: Russell C. Hibbeler
10th edition
134319656, 978-0134319650
