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, fek Characteristics tensile strength of reinforcement, fyk = All beams carry a 3 m high brick-wall with a density of 2.6 kN/m². Take h/= 125 mm. 2500 @ 0004 250 x 500 2000 250 x 450 250 x 500 250 x 450 4000 250 x 500 250 x 500 = 3.0 kN/m² 1.5 kN/m² 30 N/mm² 500 N/mm² FIGURE O Calculate the characteristic loading on Beam B/1-3. Given the characteristic design load acting on Beam 2/B-C is 53.85 kN/m². Draw the final loading distribution for beam B/1-3.
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, fek Characteristics tensile strength of reinforcement, fyk = All beams carry a 3 m high brick-wall with a density of 2.6 kN/m². Take h/= 125 mm. 2500 @ 0004 250 x 500 2000 250 x 450 250 x 500 250 x 450 4000 250 x 500 250 x 500 = 3.0 kN/m² 1.5 kN/m² 30 N/mm² 500 N/mm² FIGURE O Calculate the characteristic loading on Beam B/1-3. Given the characteristic design load acting on Beam 2/B-C is 53.85 kN/m². Draw the final loading distribution for beam B/1-3.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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