Project 2

Aim:

For the same framing that was used in project 1, check if slab requires shear reinforcement or not. Also, check beam B1 for shear and see if stirrups is required. It is acceptable to use coefficients in IS 456-2000 for estimating shear force. If yes, provide stirrups as required.

Also, identify and design worst case column in the given plan using SP 16 (acceptable to generate interaction curve using spreadsheet). Finally, design the foundation for the same column assuming allowable bearing capacity of 100 kN/m2 at 2 m below ground level. Consider M30 concrete for column and M25 concrete for foundation.

Explanation: