A reinforced concrete column, 200mm in diameter is designed to carry an acial compressive load pf 320kN. Determine the required cross-sectional area of the reinforing stell if the allowance stresses are 6MPa for concrete and 120 MPa for steel. Use Eco=14 GPa and Est=200Gpa

Structural Analysis
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Chapter2: Loads On Structures
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Mechanics of Deformable Bodies problem: A reinforced concrete column, 200mm in diameter is designed to carry an acial compressive load pf 320kN. Determine the required cross-sectional area of the reinforing stell if the allowance stresses are 6MPa for concrete and 120 MPa for steel. Use Eco=14 GPa and Est=200Gpa

3. A reinforced concrete column, 200 mm in diameter is designed to carry an axial compressive
load of 320 kN. Determine the required cross-sectional area of the reinforcing steel if the
allowable stresses are 6 MPa tor concrete and 120 MPa for steel. Use Ec=14 GPa and E=
200 GPa.
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Transcribed Image Text:3. A reinforced concrete column, 200 mm in diameter is designed to carry an axial compressive load of 320 kN. Determine the required cross-sectional area of the reinforcing steel if the allowable stresses are 6 MPa tor concrete and 120 MPa for steel. Use Ec=14 GPa and E= 200 GPa. 1 Add file
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