(Solved): Stuation 1: For the wall footing shown in the figure. Use \( 25 \mathrm{~mm} \) for main bar and \ ...

Stuation 1: For the wall footing shown in the figure. Use \( 25 \mathrm{~mm} \) for main bar and \( 16 \mathrm{~mm} \) for shrinkage and temperature barsf'c=28MPa \( f y=280 \mathrm{MPa} \) Unit weight of concrete \( 24 \mathrm{KN} / \mathrm{m}^{3} \) Unit weight of soil \( =16 \mathrm{KN} / \mathrm{m}^{3} \) qa=200 \( \mathrm{Kr} \) What is the MHLL -Moment Lateral live load caused by hydraulic load if the ultimate moment is \( 124.8 \mathrm{KN} . \mathrm{M} \) and the MHDL= \( 10 \mathrm{KN} \) Moment Lateral dead load caused by hydraulic load in KN.M ?Blank 1. Do not write any space in your answer and don't write the unit