Q1: Design the two-way hollow slabs shown in the figure Use method -2 (coefficient method) Beams of width 60 cm and dept

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Q1 Design The Two Way Hollow Slabs Shown In The Figure Use Method 2 Coefficient Method Beams Of Width 60 Cm And Dept 1 (137.69 KiB) Viewed 15 times

Q1: Design the two-way hollow slabs shown in the figure Use method -2 (coefficient method) Beams of width 60 cm and depth 52 cm carry a service live load • Tiles, 3 cm. Mortar, 2 cm. are provided on all column lines. The floor is to be designed to and a dead load on the slab due to self-weight plus weight of: • Sand, 7 cm. . Plaster, 2 cm. Take f= 20 MPa, fy=280 MPa 816 - 12 am www MAY Typical section in ribbed slab 152 Tiles mortar Send Reinforced Concrete Topping Reinforced Concrete Rib Concrete Block Plaster E Material LE Tiles 3 cm Mortar 2 cm Coarse Sand fit 7 cm R concrete Topping 0 cm Concrute block 24 cm R Concrete rib 24 cm Plaster 2 cm Quality Density KN/m² 22 22 16 25 25 9 22