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.
Please check its part-2 , th-cam.com/video/7XJKB93Aryc/w-d-xo.html, this is the link. Thanks for your appreciation. Feel free to consult me, if you have any question.
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?
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 😍😍
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.
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.
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Thank you for a comprehensive explanation. Well done. Keep it up.
Thanks
@@msajjadh you are welcome. I'd appreciate if you will make a video on *design of retaining wall in Staad Pro*.
@@videoinspector5230 Sure I will do it
Yes sir please make a vedio on retaining wall Design
How to check stability conditions
Design of reinforcement
With all loading conditions you know
Very instructive video, thank you!
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.
Please check its part-2 , th-cam.com/video/7XJKB93Aryc/w-d-xo.html, this is the link. Thanks for your appreciation. Feel free to consult me, if you have any question.
The plate thickness is 300 mm? Assigned as 500 mm?
It was assigned by mistake. Thanks for your review and suggestion.
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?
Please see my latest video. Thanks
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 😍😍
Thanks for your comment. Please treat this as a tutorial for learning only. Not a commercial design.
@@msajjadh 💚
Sir, while calculating the soil pr why it is mutiplied by 1/3?
Can This report is available
shouldn't the subgrade modulus be equal to k = SBC/Allowable settlement?
You is great, but it would have been excellent if the memo file was attached.
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.
while doing the same problem i am getting an 'ERROR 0550 support joints are collinear'. can you help????
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.
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.
which autodesk do you use for this?
It is staadpro
Get you a software link and crack her?
Please share part 2 link
th-cam.com/video/7XJKB93Aryc/w-d-xo.html