The explanation in this video is of the high level clarity. For a two-way slab, STAAD is treating the loads on beams as triangular and trapezoidal. What about if I prefer to have it rectangular loads acting on beams. What shall be done in STAAD to make it rectangular loads from a two-way slab?
More Videos on STAAD pro Please Sir !!! Eagerly waiting !!! Your videos are just mind blowing , By far the best videos for those who are willing to learn
@@CivilBlackBox Thank u so much Sir. There are a lot of people who upload STAAD pro videos like u, but they cant explain so beautifully like the way you do Sir
Could you please elaborate slab dead loads, floor finish, and live load in that aspect. I really love the way you teach, you do almost explain all the doubts that arise. Great work.
Thank you. STAAD calculates all the internal moments due to external loads. As for applying direct external moments you will have to do it by yourself. Hope that helps!
good day Sir, i have been an ardent follower of your tutorials which truly was educative and helpful, however i will like you to do a complete tutorial on real building seismic design and analysis using BS Code or Euro code with Staad Pro. Thank you and remain blessed
I just uploaded a video on Earthquake loads using IS 1893 th-cam.com/video/WkNz0mN08WY/w-d-xo.html. Please support this channel by sharing it with your friends.
Sir is there any way to remove the assigned load? It happens sometimes that by mistake I add the load to different member than the targetted and then I have to repeat the whole process again.
How do you apply loads on a truss that's part of a concrete structure? Can the load be the same? or will there have to be a different set of load for that too?
In my opinion it doesn't really matter whether the load sets have been taken together or separately. The real issue is to take all those sets in the load combinations wisely. If you are vigilant of this then it is a better way to create load sets separately. It helps organize things much better.
Fx Fy etc. are the loading parameters. These will depend upon the kind of loading on your structure. Some of these will be codal parameters the rest will be unique to every project.
@@sasi74 1 represents the multiplying factor. Say your load is 10 KN. The factor of -1 just tells STAAD to reverse the direction of this 10KN load to -10KN ie. in the downward direction. Using -5 for example would not only reverse the direction but also increase the magnitude of load 5 times ie. -50KN downwards. Hope this helps.
@@CivilBlackBox STAAD pro has the ability to calculate self weight of a member/section on its own, which happens when Selfweight command is applied to the whole structure, -1 only changes the direction of the already calculated load(self weight) to downward direction, as Sir said
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The way you teach is mind blowing sir, I have not seen anyone like you do !
Wow, thank you so much for saying that. Really means a lot to me. 😊
The explanation in this video is of the high level clarity. For a two-way slab, STAAD is treating the loads on beams as triangular and trapezoidal. What about if I prefer to have it rectangular loads acting on beams. What shall be done in STAAD to make it rectangular loads from a two-way slab?
More Videos on STAAD pro Please Sir !!! Eagerly waiting !!! Your videos are just mind blowing , By far the best videos for those who are willing to learn
Thank you so much. I have been really busy with work. Will start uploading soon.
@@CivilBlackBox Thank u so much Sir. There are a lot of people who upload STAAD pro videos like u, but they cant explain so beautifully like the way you do Sir
Could you please elaborate slab dead loads, floor finish, and live load in that aspect. I really love the way you teach, you do almost explain all the doubts that arise. Great work.
Video coming up tomorrow. Do watch out for it.
Nice to listen your comments.. Clear instructions.. Nice content..
Keep posting more videos regard staad pro.
Thank you, I will
Very lucidly explained. As regards defining the Moments such as Mz, doesn't Staad Pro calculate the Moments?
Thank you. STAAD calculates all the internal moments due to external loads. As for applying direct external moments you will have to do it by yourself. Hope that helps!
Thank you
Well explained sir
good day Sir,
i have been an ardent follower of your tutorials which truly was educative and helpful, however i will like you to do a complete tutorial on real building seismic design and analysis using BS Code or Euro code with Staad Pro. Thank you and remain blessed
Amazing thank you from Argentina
Wow! Thank you so much for your kind words.
it is really a B BOX. U r pilot.👍🙏
One of the best comments on my channel so far. Thanks 😊
this vedio is very useful and very interesting i am learning STAAD will you please guide me
How can I help you?
Hello sir . could you please upload a video to know the types of directions of loads and the important code books information and links ?
I just uploaded a video on Earthquake loads using IS 1893 th-cam.com/video/WkNz0mN08WY/w-d-xo.html.
Please support this channel by sharing it with your friends.
Sir If I apply a concentrated load/Moment at starting point of a beam, does it count as nodal load??
Sir what is projected direction?
Sir plzz upload more videos.. Its simply mind blowing
Thank you so much. I have been really busy. I will try and come up with more videos very soon.
Amazing teaching.
Video on MAT Foundation pl
Thank you.
Sir is there any way to remove the assigned load?
It happens sometimes that by mistake I add the load to different member than the targetted and then I have to repeat the whole process again.
I will make a video on this very soon!
How do you apply loads on a truss that's part of a concrete structure?
Can the load be the same? or will there have to be a different set of load for that too?
In my opinion it doesn't really matter whether the load sets have been taken together or separately. The real issue is to take all those sets in the load combinations wisely. If you are vigilant of this then it is a better way to create load sets separately. It helps organize things much better.
@@CivilBlackBox Okay, thank you. On running analysis I find that there's no error apart from 2 warnings but I'm still skeptical about the loads. Haha
Perhaps you could share the STAAD file on our Private FB group and I would have a look at it. facebook.com/groups/civilblackbox
Sir I need the code books pdf can u please share it
Superb sir great foundation 👌
So nice of you
Wonderful sir.. I'm waiting for the nxt
Check out the video on Earthquake loads th-cam.com/video/WkNz0mN08WY/w-d-xo.html.
Please share this channel with your friends too.
Sir,plz upload a video on wind ,sesimic,load combinations as u said
Video on Earthquake loads uploaded th-cam.com/video/WkNz0mN08WY/w-d-xo.html
Share it with your friends too.
Thanks
Welcome
Make a video on global, local and projected axis.
Surely.
Excellent
Thanks. Do share it with your friends too.
Sir please make a video on earth quake load and load combination.
Soon..😇
@@CivilBlackBox sir please make it as per is 1893 2016.
a video on beta angle rotation of unsymmetric angle member
Sure. Meanwhile, share this channel with your friends.
Many many love from Pakistan
Thank you so much Naeem. 🙂
Pls show wind load in details
Surely.
thanks a lot
Most welcome.
6:13 how to know value of fx fy etc.
Fx Fy etc. are the loading parameters. These will depend upon the kind of loading on your structure. Some of these will be codal parameters the rest will be unique to every project.
Why u give self weight -1 ?
The -ive sign represents the downward Y direction since in the conventional STAAD system the +Y is upwards and -Y is downwards. Hope this helps.
@@sasi74 1 represents the multiplying factor. Say your load is 10 KN. The factor of -1 just tells STAAD to reverse the direction of this 10KN load to -10KN ie. in the downward direction. Using -5 for example would not only reverse the direction but also increase the magnitude of load 5 times ie. -50KN downwards. Hope this helps.
@@CivilBlackBox STAAD pro has the ability to calculate self weight of a member/section on its own, which happens when Selfweight command is applied to the whole structure, -1 only changes the direction of the already calculated load(self weight) to downward direction, as Sir said