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A floor plan of a reinforced concrete (RC) framed building is shown in Figure 1.
Reinforced concrete slabs spanning as indicated are supported by RC beams AB. Beam A2-B2 carry two columns of 60 kN at C1 and 40 kN at C2.
Thickness of reinforce concrete slab = 200 mm
Imposed load for slab = 3.0 kN/m²
Density of reinforce concrete = 24 kN/m3
Characteristic strength of concrete, fcu = 25 N/mm2
Characteristic strength of reinforcement, fy = 460 N/mm2
Diameter of main reinforcement = 25 mm
Diameter of stirrup = 8 mm
Size of beam = 200 mm x 450 mm
Density of reinforce concrete = 24 kN/m3
Concrete cover = 20 mm
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