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Sir would you kindly show the analysis and result enterpretetion of designing shear wall after assigning non uniform soil pressure and othe load in the building
@School of Civil Engineering, Sir! first u said that the value of z we are taking is from bottom to top but when you were calculating the value for top point u entered the pressure value = 0 even that point has been taken as at 10 feet and by formula you calculated the pressure value of 399.6 for z=10 ft. then why are you entering 0 instead of its value. why is it so?
@@qlearnify-en ok.. so are you mistaken by putting the pressure equal to 0 as I stated before or its because of any other logic? Kindly explain. I am continuously waiting
@School of Civil Engineering, Sir! why you have entered 0 value for pressure (P) at z=10' instead of 399.6 ? 12:30 for Calculating the value of C? can u explain plz
