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An RCC short column (with lateral ties) of rectangular cross-section of 250 mm X 300 mm is reinforced with four diameter numbers of 16 mm longitudinal bars. The grades of steel and concrete are Fe 415 and M 20 respectively. Neglect eccentricity effect. Considering limit state of collapse in compression (IS 456 : 2000), the axial loạd carrying capacity of the column (in kN) up to one decimal place is

An RCC short column (with lateral ties) of rectangular cross-section of 250 mm X 300 mm is reinforced with four diameter numbers of 16 mm longitudinal bars. The grades of steel and concrete are Fe 415 and M 20 respectively. Neglect eccentricity effect. Considering limit state of collapse in compression (IS 456 : 2000), the axial loạd carrying capacity of the column (in kN) up to one decimal place is

Structural Analysis
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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An RCC short column (with lateral ties) of rectangular cross-section of 250 mm X 300 mm is reinforced with four diameter numbers of 16 mm longitudinal bars. The grades of steel and concrete are Fe 415 and M 20 respectively. Neglect eccentricity effect, Considering limit state of collapse in compression (IS 456 : 2000), the axial load carrying capacity of the column (in kN) up to one decimal place is
Transcribed Image Text:An RCC short column (with lateral ties) of rectangular cross-section of 250 mm X 300 mm is reinforced with four diameter numbers of 16 mm longitudinal bars. The grades of steel and concrete are Fe 415 and M 20 respectively. Neglect eccentricity effect, Considering limit state of collapse in compression (IS 456 : 2000), the axial load carrying capacity of the column (in kN) up to one decimal place is
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