Design of RC Short Column with Axial Load and Bending Moment.
Which reinforcement arrangement is ideal for a short column subjected to biaxial bending?
The term 'interaction curve' in column design represents:
A rectangular RC short column (300 mm × 450 mm) carries an axial factored load of 1500 kN and a moment of 75 kNm about its major axis. What is the approximate eccentricity of the load?
A site engineer observes diagonal cracks in an RC short column. This indicates:
A rectangular RC column is subjected to an axial load of 1500 kN and a uniaxial moment of 75 kNm. If the eccentricity of the load is 50 mm, what is the approximate stress distribution?