A combined footing of Length 4.0 m, width 2.0 m and thickness 0.5 m is constructed on the soil of SBC as 10 t/m2. It supports two column (A & B) of size 0.25 x 0.25 m each. Both columns are placed centerally along width of footing. Along length, Column A is placed at edge of footing while centre of column B is placed at 3.0 m from centre of column A. Both columns are subjected to dead load of 100 kN and live load of 50 kN. Draw bending moment and shear force diagram along length of footing. Determine and provide reinforcement due to bending along length of footing.
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A combined footing of Length 4.0 m, width 2.0 m and thickness 0.5 m is constructed on the soil of SBC as 10 t/m2. It supports two column (A & B) of size 0.25 x 0.25 m each. Both columns are placed centerally along width of footing. Along length, Column A is placed at edge of footing while centre of column B is placed at 3.0 m from centre of column A. Both columns are subjected to dead load of 100 kN and live load of 50 kN. Draw bending moment and shear force diagram along length of footing. Determine and provide reinforcement due to bending along length of footing.
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