Please analyze the structure and calculate the shear forces in the columns as a function of a story height

Number of stories:= 10 Breadth of building: = 5a where a = [4.4 m] Length of the building: = 6b where b= [5.6 m] Height of ground story: = [3.58 m] Height of typical story above ground story: = (3.08 m] Size of comer columns Size of side columns Size of beams Thickness of the shear wall Thickness of floor slab Wind load intensity Superimposed Dead Load Live Load (Residential) Young's modulus of concrete Poisson s ratio Density of concrete Coefficient of Thermal Expansion Shear modulus of concrete 0.5 x 0.5 m2 0.5 x 0.5 m2 0.5 x 0.35 m2 0.3 m 0.25 m 2.5 kN/m2 3.0 kN/m2 2.0 kN/m 28 x 106 kN/m2 0.2 23 kN/m 10 x 10-6 1/C 12 x 106 kN/m Column 18 17 16 15 14 13 12 119 2b 11 Beam a . 20 10 a Z Wall Opening 21 0.4b 0.3b 0.4b 0.6b 0.3b North 8 b 1 2 3 5 6 7 Wind Figure 1. Floor Plan of Tube Building Number of stories:= 10 Breadth of building: = 5a where a = [4.4 m] Length of the building: = 6b where b= [5.6 m] Height of ground story: = [3.58 m] Height of typical story above ground story: = (3.08 m] Size of comer columns Size of side columns Size of beams Thickness of the shear wall Thickness of floor slab Wind load intensity Superimposed Dead Load Live Load (Residential) Young's modulus of concrete Poisson s ratio Density of concrete Coefficient of Thermal Expansion Shear modulus of concrete 0.5 x 0.5 m2 0.5 x 0.5 m2 0.5 x 0.35 m2 0.3 m 0.25 m 2.5 kN/m2 3.0 kN/m2 2.0 kN/m 28 x 106 kN/m2 0.2 23 kN/m 10 x 10-6 1/C 12 x 106 kN/m Column 18 17 16 15 14 13 12 119 2b 11 Beam a . 20 10 a Z Wall Opening 21 0.4b 0.3b 0.4b 0.6b 0.3b North 8 b 1 2 3 5 6 7 Wind Figure 1. Floor Plan of Tube Building