Answered: The plan of a reinforced concrete…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The plan of a reinforced concrete column section,
and the distribution of strains at the ultimate limit
stage are shown below. The concrete is M20 grade
and the steel of Fe 250 grade. Also sketched
below, for convenience, are the concrete
compression stress block and the design stress-

Transcribed Image Text:strain curves for Fe 250, with all notations as per IS 456. Ignore the reduction in concrete area due to the embedded steel. 사0.0035+ 50 mm 4-200 50 mm K-300거 수 Section Strain Profile 个 0.416 X 0.87 f, CuC E, = 2 x 105 MPa Cuc = 0.362 fok boxU (a) Determine the ultimate axial compression capacity P, (in kN units) (b) Determine the corresponding eccentricity e in mm units of loading, with respect to thne centroidal axis at the ultimate limit state. + ww 00

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