Question Figure I shows a reinforced concrete column which is supported over pin support at the end “A” and roller support at the end “B”. “N” load is eccentrically applied to the column as shown. In the Ultimate Limit State (ULS), the “N” load is equal to 1400 kN (NE,I) and in Serviceability Limit State (SLS) with a quasi-permanent combination, “N” load is equal to 750 kN (NL). The column has a cross-section of 350 nun x 350 mm. The following material data are also given;
a) Explain with necessary calculations whether you need to consider the T order effect or not in designing column AB. (15%)
b) Design the column to withstand the uniaxial bending moment and the axial force. Usc longitudinal bar size: 25 mm and stirrup size: 10 mm. (30%)
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