Sir you are only youtuber to teach in english and you explain each and every thing clearly sir Sir Please upload Design problem On underground rectangular tank, Elevated circular tank
Dear Salman Farish, Thank you for your interest. Within a week I will upload Design of underground rectangular water tanks. Already introduction has been given in Lecture 158, two days back. Kindly introduce yourself. Thank you and all the best.
Hello Sir, Very nice presentation using Chalk and board. The concept of Underground rectangular water tank was clearly explained. I have one doubt. @46.39, You have shown the main reinforcement for the shorter wall above one metre, near to the water face, whereas it has to be provided on the soil side (As per the sketch and explanation, the water is assumed at right of the wall).
For case 1 - no earth pressure from outside and only water pressure from inside. In this above case, loads are inside water pressures acting on all the 4 side walls and weight of inside water acting on bottom slabs. My question is do we need to consider uplift forces on bottom of slab for the case ( only inside water pressure and no outside soil pressure). Assuming the water table is at the top of wall.
Greetings Sir, This is Mohanakrishnan Structural Engineer working in Kuwait, I have a doubt here you are designing the UG tank for active earth pressure but my seniors in our company have taught us to design for earth pressure at rest. Kindly clarify the reason behind it sir.
Sir you are only youtuber to teach in english and you explain each and every thing clearly sir
Sir Please upload Design problem
On underground rectangular tank,
Elevated circular tank
Dear Salman Farish, Thank you for your interest. Within a week I will upload Design of underground rectangular water tanks. Already introduction has been given in Lecture 158, two days back. Kindly introduce yourself. Thank you and all the best.
Great explanation... Clear all doubt.
Please sir solve some numerical problem for different case..and make a play list..
Please sir requesting you..
Hello Sir,
Very nice presentation using Chalk and board. The concept of Underground rectangular water tank was clearly explained. I have one doubt. @46.39, You have shown the main reinforcement for the shorter wall above one metre, near to the water face, whereas it has to be provided on the soil side (As per the sketch and explanation, the water is assumed at right of the wall).
For case 1 - no earth pressure from outside and only water pressure from inside. In this above case, loads are inside water pressures acting on all the 4 side walls and weight of inside water acting on bottom slabs.
My question is do we need to consider uplift forces on bottom of slab for the case ( only inside water pressure and no outside soil pressure). Assuming the water table is at the top of wall.
Greetings Sir, This is Mohanakrishnan Structural Engineer working in Kuwait, I have a doubt here you are designing the UG tank for active earth pressure but my seniors in our company have taught us to design for earth pressure at rest. Kindly clarify the reason behind it sir.
Please make a Playlist of water tank
Hi