A building floor plan having reinforced concrete slabs of 200 mm thick and density of 24 kN/m² are supported by beams as shown in figure Q1. The slab floor are subjected to dead load and impose load given in below table Q1. 1. Design one-way slab bending and shear reinforcement II. Find the total design load on beam B7. III. Design size for rectangular beam B7 IV. Design Main and shear reinforcement of B7 V. Calculate total design load on column C3 VI. Design sizes of square column C3 VII. Design Main and shear reinforcement of c3 considering short column and moment given in table
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