Thanks for this video tutorial. I have one question. Why Fy and Fu are kept as design parameters . Because in section properties where we define/import sections there is an option of MATERIALS in which Fy/Fu already there.. Why we need to assign these as parameters ? Similarly Fc for concrete ...
Sir should we follow the steel design provided by the software or the steel design selected by us during property assigning? I have provided ISMB 400 for exterior and ISMB 350 for interior The steel design pages shows my design aswell ISLB 75 and ISLB 125 Which one should i prefer?
Sir plz help me how to provide loads at particular floor with central opening like portion of slab is not to laid on that particular area in staad pro.
The left support should be roller type not fixed. But the entire tutorial helps. Thanks
Thank you
Thank you so much sir
It was really helpful💯
Great Job...really helpful video
Welcome ! Keep learning ! :)
Only deadload u added sir
Then wt about liveload pls tell me sir
Thanks for this video tutorial. I have one question. Why Fy and Fu are kept as design parameters . Because in section properties where we define/import sections there is an option of MATERIALS in which Fy/Fu already there.. Why we need to assign these as parameters ? Similarly Fc for concrete ...
Bhai sahi hai bhai hiy👍👍
Thank you sir best video with great explanation
Keep learning :)
Thanks, Useful video.
Keep learning !
why does the result of Fx says Fail, then when you check selection on failed members it has no failed beams? Please enlighten me. Thanks.
yeah that's exactly what i was wondering!
What is the difference between assign to view and assign to select beam if we selected aal beams
Sir when comparing conventional truss with truss analysis for zone 2 what are the difference we get?
Sir should we follow the steel design provided by the software or the steel design selected by us during property assigning?
I have provided ISMB 400 for exterior and ISMB 350 for interior
The steel design pages shows my design aswell ISLB 75 and ISLB 125
Which one should i prefer?
THANK YOU,
Sir plz help me how to provide loads at particular floor with central opening like portion of slab is not to laid on that particular area in staad pro.
Thanx sir
Welcome ! Keep learning ! :)
Ty sir
While in post processing all results like fx,fy,..are showing on nodes not on beams why?please help me sir with this
Thz ¿ Releases start Mz End Mz member truss?
how to see angle between two members in staadpro...like truss memebrs?
Sir can you please provide this STAAD PRO software link which software i use this version i cant use Analysis part
need to release moments?
THANKS
You welcome ! Keep learning ! :)
Thanks a lot great help.
Keep learning ! :)
How can we view the output design detail drawing from staad pro
Watch the tutorials carefully.
Sir I need full design for PEB structure with load calculation details
how to move the green structure at 12:14 ?
is there a video on buckling analysis?
How did you do that displacement of beam movement in post processing tab 12:12?
Ankur Singh im asking the same question too
@@zubaidahrusli6738 it is actually adjusting the scale of deflection by using hot key [ctrl + mouse center wheel scrolling]
Releases Truss?
Sir please tell about the above showed symbols and tell that experments
I will !
How to design truss by grouping of truss members
sir how did you calculate the dead load and live load ???
On steel or r.c.c. structure ?
on steel
Sir...eska rendering pe bhi nazar mar lete ek bar😂😂😂
sir please send me link to download the version you are using please,it must be free if possible sir,and many thanks for these tutorials
Your Definition of Roller support is certainly wrong.