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• Cross section of Column:425 mm x 525 mm • Ultimate axial load on column • Ultimate moment along z-z axis :70 kNm :2500 kN • Ultimate moment along y-y axis :120 kNm (a) Calculate the eccentricity along z-z axis and eccentricity along y-y axis respectively.

• Cross section of Column:425 mm x 525 mm • Ultimate axial load on column • Ultimate moment along z-z axis :70 kNm :2500 kN • Ultimate moment along y-y axis :120 kNm (a) Calculate the eccentricity along z-z axis and eccentricity along y-y axis respectively.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.2P
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Q1 A corner column in a RC framed structure is subjected to ultimate axial load and moments. The characteristic material strengths are fak = 35 N/mm? for the concrete and fyk = 500 N/mm? for the steel reinforcement respectively. Effective cover to reinforcement on all sides = 50mm. Following additional data are available: Data: • Cross section of Column:425 mm x 525 mm Ultimate axial load on column :2500 kN Ultimate moment along z-z axis :7O kNm • Utimate moment along y-y axis :120 kNm (a) Calculate the eccentricity along z-z axis and eccentricity along y-y axis respectively. (b) Determine the area of main longitudinal steel required and compare the steel area provided with the maximum and minimum requirements. (c) Assess the number, diameter and spacing of lateral ties required and compare whether the spacing of bars provided are satisfactory (d) Draw longitudinal sectional elevation and cross section of column showing the reinforcement details.
Transcribed Image Text:Q1 A corner column in a RC framed structure is subjected to ultimate axial load and moments. The characteristic material strengths are fak = 35 N/mm? for the concrete and fyk = 500 N/mm? for the steel reinforcement respectively. Effective cover to reinforcement on all sides = 50mm. Following additional data are available: Data: • Cross section of Column:425 mm x 525 mm Ultimate axial load on column :2500 kN Ultimate moment along z-z axis :7O kNm • Utimate moment along y-y axis :120 kNm (a) Calculate the eccentricity along z-z axis and eccentricity along y-y axis respectively. (b) Determine the area of main longitudinal steel required and compare the steel area provided with the maximum and minimum requirements. (c) Assess the number, diameter and spacing of lateral ties required and compare whether the spacing of bars provided are satisfactory (d) Draw longitudinal sectional elevation and cross section of column showing the reinforcement details.
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