Q2. Figure Q2 shows part of the floor plan of a reinforced concrete office building. During construction, slabs and beam

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Q2. Figure Q2 shows part of the floor plan of a reinforced concrete office building. During construction, slabs and beam

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Q2 Figure Q2 Shows Part Of The Floor Plan Of A Reinforced Concrete Office Building During Construction Slabs And Beam 1
Q2 Figure Q2 Shows Part Of The Floor Plan Of A Reinforced Concrete Office Building During Construction Slabs And Beam 1 (80.44 KiB) Viewed 32 times
Q2. Figure Q2 shows part of the floor plan of a reinforced concrete office building. During construction, slabs and beams are cast together. Design data related to the action and construction material are as follows:  Variable action on all slabs  Floor finishes, ceiling and building services  Characteristics cylinder strength of concrete, fck​ Characteristics tensile strength of reinforcement, fyk​=​===500 N/mm2​3.0kN/m21.5kN/m230 N/mm2​ All beams carry a 3 m high brick-wall with a density of 2.6kN/m2. Take hf​=125 mm. Calculate the characteristic loading on Beam 2/B-C. Calculate the maximum bending moment of beam 2/B-C.
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