Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use f'c = 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch the reinforcement detail. -4.5000+3.0000+4.0000– -4.5000- 5.2000 SLAB 1 6.4000 7.0000 3.0000

Q: 2. For the following section assume concrete with compressive strength of 5,000 psi and rein: steel…

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Q: A hollow concrete masonry unit has actual dimensions of 7-5/8" x 7-5/8" x 15-5/8". If the unit fails…

A: Given: The width of hollow concrete is 7-5/8 in. The height of hollow concrete is 7-5/8 in. The…

Q: A Concrete Masonry Unit Wall is constructed as follows: • Length 8000 mm • Height 4000 mm . There…

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Q: For pretensioned axially tensioned member, how to calculate the effective prestress established in…

A: 1. The stress remaining in the concrete due to prestressing after the loss of prestress.2. Loss of…

Q: 30 kip W = 2 kip/ft A В 10 ft. 20 ft. 30 ft. f. = 5000 psi 30 in. 36 in. 8 #9 bars 3 in. 3 in. 16…

A: Note-Since we answer one subpart at a time so we will answer the first three. Please resubmit…

Q: A rectangular beam of size 250 mm x 400 mm is reinforced with 4-20 mm bars of Fe415 grade. Effective…

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Q: Design According to ACI 318-19 CODE if possible, otherwise mention the code used for the design

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