1. Design an Interior panel IP1 of the ground floor roof of a flat slab with drop and head shown in fig 1 and fig2 (14 Marks) Assume live load of the ground floor roof slab as 15 kN/m. Use M25 and Fe 500 Negelect the weight of partion walls. Stat Shear Colum without drop and Drop 42 Furster with drop and without Drop Grade with drug and bead Figure shows front view of the structure Flat slab structural diagram Fig 1 May 19, 2020 CECE4244 - Advanced RC Design IP-1 Plan of the ground floor rols with drop dead F2 1. Design an Interior panel IP1 of the ground floor roof of a flat slab with drop and head shown in fig 1 and fig2 (14 Marks) Assume live load of the ground floor roof slab as 15 kN/m. Use M25 and Fe 500 Negelect the weight of partion walls. Stat Shear Colum without drop and Drop 42 Furster with drop and without Drop Grade with drug and bead Figure shows front view of the structure Flat slab structural diagram Fig 1 May 19, 2020 CECE4244 - Advanced RC Design IP-1 Plan of the ground floor rols with drop dead F2