a) Make the static and reinforced concrete calculation of the given flooring system. (Slab thickness control...

    

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a) Make the static and reinforced concrete calculation of the given flooring system. (Slab thickness control will not be performed. Support moment balancing will not be performed.) b) Draw the reinforcement layout for the results you found. c) Calculate the dead and live uniformly distributed loads coming from the floors to the beam in the axis 3. Material: C 30/5 420 hf-150mm on all floors Plaster Coating-1.5 kN/m² Live loads: D1 and D2 Balcony BD d'-20 mm in all floors q-3 kN/m² q=5 kN/m² 1) B 3.75m 4.0m- 0.25 # 0.25 D1 8.5m 8.25m ++ 0.25 D2 4.0m 3.75m 0.25 a) Make the static and reinforced concrete calculation of the given flooring system. (Slab thickness control will not be performed. Support moment balancing will not be performed.) b) Draw the reinforcement layout for the results you found. c) Calculate the dead and live uniformly distributed loads coming from the floors to the beam in the axis 3. BD 1.375 a) Make the static and reinforced concrete calculation of the given flooring system. (Slab thickness control will not be performed. Support moment balancing will not be performed.) b) Draw the reinforcement layout for the results you found. c) Calculate the dead and live uniformly distributed loads coming from the floors to the beam in the axis 3. Material: C 30/5 420 hf-150mm on all floors Plaster Coating-1.5 kN/m² Live loads: D1 and D2 Balcony BD d'-20 mm in all floors q-3 kN/m² q=5 kN/m² 1) B 3.75m 4.0m- 0.25 # 0.25 D1 8.5m 8.25m ++ 0.25 D2 4.0m 3.75m 0.25 a) Make the static and reinforced concrete calculation of the given flooring system. (Slab thickness control will not be performed. Support moment balancing will not be performed.) b) Draw the reinforcement layout for the results you found. c) Calculate the dead and live uniformly distributed loads coming from the floors to the beam in the axis 3. BD 1.375

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Solutions Step 1 here are the static and reinforced concrete calculations for the reinforced concret... View the full answer