A Concrete column of C.S. area 400 x 400 mm reinforced by 4 longitudinal 50 mm...

 

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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 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 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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Solution to the problem shown in the image Given Concrete column with crosssectional area of 400 mm ... View the full answer