2. A single solid slab of an office shown in Figure 1 is supported over 5 meters of length with thickness, h=180 mm. The

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2. A single solid slab of an office shown in Figure 1 is supported over 5 meters of length with thickness, h=180 mm. The

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2 A Single Solid Slab Of An Office Shown In Figure 1 Is Supported Over 5 Meters Of Length With Thickness H 180 Mm The 1
2 A Single Solid Slab Of An Office Shown In Figure 1 Is Supported Over 5 Meters Of Length With Thickness H 180 Mm The 1 (34.68 KiB) Viewed 14 times
2. A single solid slab of an office shown in Figure 1 is supported over 5 meters of length with thickness, h=180 mm. The slab carry a dead load of 2 kN/m², other than its self-weight and general imposed load. For design purpose, given the nominal cover = 30 mm, while material strength is given as fa-30 N/mm² with high yield strength type of steel. Design the slab by determine the following parameters: a) Check the minimum requirement of slab thickness if requirement of fire resistance is given by 2 hours. (5 marks) b) Main and secondary reinforcement of the slab. Suggest a suitable reinforcement size for the slab (15 marks) c) Shear reinforcement of the slab.(10 marks) d) Reinforcement detailing of the slab both in cross-sectional and plan view. (10 marks) Table 3 Selected imposed loads for buildings (from draft UK National Annex to Eurocode 1, Part 1-1) Category (kN/m²) AT AZ A3 A5 A2 81 CS 01/2 612 617 Example use Alles within a contained dwelling units 5 meters Figure 1 Bedrooms in us and motels, hospital wards and to Racones in singe lyding Offon for generalis Asembly are without feed seating concert haben, places of wontp Shipp Generator Derne meble stacking in wa Goa microrhts N 15 15 20 25 40 23 50 40 48 per m height in 15.01 25 C (kN) 20 20 20 20 20 at our 27. 36 36 70 70 100
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