STAAD Pro Tutorials - Analysis & Design of Steel Truss Type-1 ( Day 32)

[@jonathansilaya1236]

The left support should be roller type not fixed. But the entire tutorial helps. Thanks

[@sonybasil7510]

Great Job...really helpful video

[@htd6286]

Welcome ! Keep learning ! :)

[@anujadahale7209]

Thank you so much sir It was really helpful💯

[@shiv6030]

Thank you

[@arindomnarzary6679]

Bhai sahi hai bhai hiy👍👍

[@sheikkhan8504]

Thank you sir best video with great explanation

[@htd6286]

Keep learning :)

[@azharuddinsheikh9718]

Thanks, Useful video.

[@htd6286]

Keep learning !

[@anshdivy]

THANK YOU,

[@syedarsalanali8506]

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 ...

[@civilengineerview681]

Only deadload u added sir Then wt about liveload pls tell me sir

[@martialarttallent5261]

Ty sir

[@vickysinghpanwar9531]

Thanx sir

[@htd6286]

Welcome ! Keep learning ! :)

[@neelankusekhar9949]

Thanks a lot great help.

[@htd6286]

Keep learning ! :)

[@mohammedjassim7679]

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?

[@vijayaprasannaadhimoolam9791]

Sir when comparing conventional truss with truss analysis for zone 2 what are the difference we get?

[@tgshahrin]

THANKS

[@htd6286]

You welcome ! Keep learning ! :)

[@kmkhushbu3317]

What is the difference between assign to view and assign to select beam if we selected aal beams

[@lawrencealexandreibautista936]

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.

[@kartiksoni5047]

yeah that's exactly what i was wondering!

[@divyagm9911]

Sir I need full design for PEB structure with load calculation details

[@manzoorali2381]

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.

[@gonefornow11]

is there a video on buckling analysis?

[@PRAVEENCHARY77]

how to see angle between two members in staadpro...like truss memebrs?

[@samimahmed706]

need to release moments?

[@aaminpawaskar5556]

While in post processing all results like fx,fy,..are showing on nodes not on beams why?please help me sir with this

[@ankursingh6233]

How did you do that displacement of beam movement in post processing tab 12:12?

[@zubaidahrusli6738]

Ankur Singh im asking the same question too

[@kegamon]

@@zubaidahrusli6738 it is actually adjusting the scale of deflection by using hot key [ctrl + mouse center wheel scrolling]

[@Oscar-zt2di]

Thz ¿ Releases start Mz End Mz member truss?

[@Mr.sp23]

How can we view the output design detail drawing from staad pro

[@htd6286]

Watch the tutorials carefully.

[@sudipmanna683]

Sir can you please provide this STAAD PRO software link which software i use this version i cant use Analysis part

[@zubaidahrusli6738]

how to move the green structure at 12:14 ?

[@venkatasubbaiah3667]

Sir please tell about the above showed symbols and tell that experments

[@htd6286]

I will !

[@vinodmalke8435]

How to design truss by grouping of truss members

[@puttergiesthenry7561]

sir how did you calculate the dead load and live load ???

[@htd6286]

On steel or r.c.c. structure ?

[@puttergiesthenry7561]

on steel

[@Oscar-zt2di]

Releases Truss?

[@himanshugarg8852]

Sir...eska rendering pe bhi nazar mar lete ek bar😂😂😂

[@Inspirational_Homes]

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

[@peter3627]

Your Definition of Roller support is certainly wrong.