Question: - Design strip 1 - 2 - 3 - 4 - 5 of the two - way slab for flexure in Figure below by using

- Design strip 1-2-3-4-5 of the two-way slab for flexure in Figure below by using direct design method. Columns are 30cm X 30cm, Equivalent partitions load=2.5 KN/m2, Live Load =4 KN/m2, f'c=25 MPa, fy=420 MPa, slab thickness =16cm
- Design strip 1 - 2 - 3 - 4 - 5 of the two - way

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