Category | Assignment | Subject | Engineering |
---|---|---|---|
University | Universiti Teknologi Mara | Module Title | BSR 560 Structural Design |
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 reinforced concrete slab = 200 mm
Imposed load for slab = 3.0 kN/m2
Density of reinforce concrete = 24 kN/m3
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