Self-weight of footing
"P = 23 kN\/m*8m = 184 kN\\\\\nP_T= 1.2 *184 kN = 220.8 kN\\\\"
From the M30 and the Fe415 design the beam
"W_T=\\frac{P_T}{A}\\\\\n120=\\frac{220.8}{A} \\implies A = 1.84 \\\\"
"Area = S^2 \\implies (B)= \\sqrt{1.84}= 1.35646"
The size chosen can be "1.5 m \\times 1.5 m"
Therefore area "= 2.25m^2"
Pressure
"P= FA \\\\\nP =496.8 N\/m^2"
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