SITUATION. A fully continuous monolithic floor system consists of slab as shown. Use the ACI moment coefficient as provided by the code. -M (interior support)= - 12 +M (midspan) = 16 7.4000 3.4000 3.4000 3.0000 3.0000 Design data: Live load= 4 kPa Floor finish=1 kPa Ceiling load= 0.25 kPa fc'= 21 MPa fy 276 MPa Use 12 mm diameter as main reinforcement. Use 10 mm diameter as secondary reinforcement. Compute the minimum thickness of the slab. 110 mm 120 mm 90 mm 100 mm

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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.