Question: Q1/A intermediate two-way flat plate slab shown below, carries additional dead load-3.5 kN/m and service live load 2.0kN/m Design data: fc=25MPa - fy=420MPa. -

Q1/A intermediate two-way flat plate slab shown below, carries additional dead load-3.5

Q1/A intermediate two-way flat plate slab shown below, carries additional dead load-3.5 kN/m and service live load 2.0kN/m Design data: fc=25MPa - fy=420MPa. - Story height is 4.0m. - Slab thickness is 200mm, Columns sizes are 400x400mm. - Clear Cover for slab=20mm - 12mm steel reinforcement used for slab reinforcement. Determine 1- (+ve and -ve) moments for (Frame A) Using Direct Design Method. -0.0000 0000- OF-1 -8.0000 10000 Kaba? 2- (USING EQUIVALENT FRAME METHOD) find Ksb, Kec and Df for slab and columns (FRAME A) as shown below 12 D.F-70.8-2 -8.0000- Kabe? -8.00m- 3 D.F-7]0.9-7 -8.0000 -8.00m- D.F-? -8.00m b -FRAME A-

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