Design a reinforced concrete square cross-section for a 7 m high column. The column, fixed at both ends, is subjected to a vertical eccentric load of 1000 kN at an eccentricity of 0.2 m from the centroid of the cross-section and along the horizontal axis of symmetry. Use f = 35 MPa and fy = 400 MPa.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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B3.
Design reinforced concrete square cross-section for a 7 m high column. The
column, fixed at both ends, is subjected to a vertical eccentric load of 1000 kN at an
eccentricity of 0.2 m from the centroid of the cross-section and along the horizontal
axis of symmetry. Use fe' = 35 MPa and fy = 400 MPa.
Transcribed Image Text:B3. Design reinforced concrete square cross-section for a 7 m high column. The column, fixed at both ends, is subjected to a vertical eccentric load of 1000 kN at an eccentricity of 0.2 m from the centroid of the cross-section and along the horizontal axis of symmetry. Use fe' = 35 MPa and fy = 400 MPa.
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