Design of an underground concrete water tank with STAADPro

Design of an underground concrete water tank with STAADPro - Part 1

Рет қаралды 27,905

Күн бұрын

An underground water tank is design to demonstrate the triangular load distribution of water on the tank walls by STAADPro

Пікірлер: 26

@videoinspector5230 4 жыл бұрын

Thank you for a comprehensive explanation. Well done. Keep it up.

@msajjadh 4 жыл бұрын

Thanks

@videoinspector5230 4 жыл бұрын

@@msajjadh you are welcome. I'd appreciate if you will make a video on *design of retaining wall in Staad Pro*.

@msajjadh 4 жыл бұрын

@@videoinspector5230 Sure I will do it

@barjeshkumar4241 4 жыл бұрын

Yes sir please make a vedio on retaining wall Design How to check stability conditions Design of reinforcement With all loading conditions you know

@goutamcmo 4 жыл бұрын

Mr Hussain. Many thanks for your this Tutorial...this is one of the Top class step by step demo i have ever seen,,,,you are my teacher for this learning , take my gratitude ,,,please share me Top cover with Manhole opening for this UG Tank. Also share me your any such tutorial ,,if not for others ,at least for me, Thanks and stay safe.

@msajjadh 4 жыл бұрын

Please check its part-2 , kzfaq.info/get/bejne/bb56fqVqmKfWqZc.html, this is the link. Thanks for your appreciation. Feel free to consult me, if you have any question.

@user-si7zn7qx6z 3 жыл бұрын

Thank you very much Mr hussain ..you amazing ,, but this example only one loading did you explain the compination load self weight with live load and earth pressure 😍😍

@msajjadh 3 жыл бұрын

Thanks for your comment. Please treat this as a tutorial for learning only. Not a commercial design.

@user-si7zn7qx6z 3 жыл бұрын

@@msajjadh 💚

@ramizsayyad7402 3 жыл бұрын

Hello sir, Good tutorial for freshers, Sir please explain about loading in y direction. why you take +ve.also as per hydrostatic pressure in z direction in back side plate is negative as per my knowledge . please explain sir.

@msajjadh 3 жыл бұрын

Actually +ve or -ve are just sign convention, you have to consider the direction of the applied force and local or global axis orientation. Y-direction is pretty simple. It is the gravity direction. I suppose all the engineers do know to apply y-direction forces.

@ayyu2012- 2 жыл бұрын

thanks, Mr. Hussain can u please how to apply the seismic loads on the underground sewerage tank as per ACI for Dammam area in Saudi Arabia.

@dr.rajeevanb3471 3 жыл бұрын

The plate thickness is 300 mm? Assigned as 500 mm?

@msajjadh 3 жыл бұрын

It was assigned by mistake. Thanks for your review and suggestion.

@farouqalgradi655 5 ай бұрын

You is great, but it would have been excellent if the memo file was attached.

@gauravtaranekar 2 жыл бұрын

shouldn't the subgrade modulus be equal to k = SBC/Allowable settlement?

@emnsah Жыл бұрын

How do read the plate stress results in the middle of the bottom slab. How do you calculate the reinforcement reported by the staaadpro. How do you calculate the one-way shear and two-way shear from the plate stress?

@msajjadh Жыл бұрын

Please see my latest video. Thanks