RCC Columns Subjected to uniaxial bending along with axial loading (Steel Calculation by SP16)

Subject: Structural Engineering-II (RCC) / DOS-II(RCC)

Module 05: Analysis & Design of Column

Topic:- Columns Subjected to Combined axially loaded along with uniaxial bending

        Here in this example height (unsupported length) is not given and so its assumed that moment is due to minimum eccentricity is less than the actual moment.

        If in case height (unsupported length) is known, have to check slenderness of column as well as minimum eccentricity too.

Use of SP:16 for calculation of reinforcement on two opposite sides by using charts 

Number of bars obtained as above are to be arranged equally on to opposite faces i.e, 5 Nos on each face.

Use of SP:16 for calculation of reinforcement on four sides by using charts

Number of bars obtained as above are to be arranged equally on all faces i.e, 4 Nos on each face.