STAAD Pro Tutorial For Beginners [Episode 3]: Analysis of a 2D Frame

[@engineeringacademy9812]

Get Two months FREE at SkillShare:
skl.sh/2XYlXoU

[@divyaanusha7669]

Could you provide lecture notes for your tutorial

[@hongxiao]

Good

[@guruprasadshikhare3625]

While applying triangular load we have to consider local axis system not the global one...as software only considers local axis system for applying uniformly varying load. That's why load is acting in vertical direction on the column. (Refer Timeline of same video 15.42)

[@sairamiitbcivil4312]

Correct

[@marusathish3707]

Thank you so much sir. You are teaching more clearly than other software classes.

[@aaryaveerjadhav70]

thanks sir really i need this

[@vinodbabumv1210]

super. your presentation is very clear. Thank you very much

[@FirstLast-jp6he]

Thanks for doing this. Really appreciate it.

[@saiprasadnaine6393]

Sir, Thank you very much for the much..
You have explained in a very good and request you to do more no. Of videos and improve our software skills...

[@pasupulasathyamaiah2855]

Sir, why are you taking point load and uniform varying load under the dead load???

[@dpat7566]

Ver Nice Presentation. Look forward to seeing other lessons.

[@swadeeptsinha]

Thank you so much sir!!

[@Merkur_Konusuyor]

Thank you so much.

[@avinasleman4870]

thanks

[@engineeringacademy9812]

Now you can join our Facebook group. Click on the link below ot join:
facebook.com/groups/2574131862914436/

[@pranavthogalla228]

thank you so much sir

[@er.ankursood7780]

Thanks sir

[@ravigandotra6455]

Dear sir,You have shown Bending and shear diagrams for Dead load/vice-versa only,please add for live load/vice versa.Also for Loads ENVELOPE , please

[@allinone-hy1jw]

Thank you so much sir, but sir after complete the project and close the software after that when i open the project i don't know sir why bending digram is not showing

[@dhrubajyotiray5299]

Sir how could I decid on STAAD whether to choose global axis y or local axis y?

[@Adam_mohammed_]

💙Great

[@Rage_Unicorn]

How do you change from Ribbons to the Classic command icons? I find myself spending more time trying to find the command you are talking about then actually learning the program.

[@dasarisuneetha359]

Sir i have one error
Density not for self weight
How can I rectify that error

[@chrisgilbert1289]

i think you made a mistake when assigning the triangular load... its supposed to be in the Y direction since it is a local direction

[@shubhammalviya8186]

Is result comes different when all 4 loads are put in dead load?

[@jastinvillaluna5702]

i agree

[@jrimman]

yeah u r right bro!! he made a mistake but didn't rectify in comment

[@HabiburRahman-wx1rw]

you did a good Job keep it up .......
I did exactly same as he did but the result are different.
And he make a mistakes (16.1) he used x direction but it will be Y direction that's why my result are Different ...

[@poojacr3821]

After postprocessing....can I make any changes ?

[@johnrobertperiera3484]

if there are warnings and nodes what will I do?

[@rajshantsaykar5953]

Sir i was tried nodal load but when analysis that frame result shows different value as previous analysis.

[@HabiburRahman-wx1rw]

I did exactly same as he did but the result are different.
And he make a mistakes (16.1) he used x direction but it will be Y direction that's why my result are Different ...

[@pikyee7312]

@@HabiburRahman-wx1rw Mind explaining why is that if changed to local axis it's y-axis? I thought the triangular load is going in the x-axis direction, if anyone mind enlightening me?

[@earyrockwell8030]

@@pikyee7312 its the local axis of that particular column. If we consider alone the oolumn and draw it horizontally, it will be a beam with its x axis parallel to the beam and the y-axis perpendicular to the beam. You will encounter this in structural theory in frames where manual computations of each bar considers every bar as beam and draws each one separately with the x-axis parallel to the beam and the y is perp.

[@kennmojica1385]

I tried using the nodal load instead of member load and got different values on post processing. Anyone else who got different values?

[@hemlatasikarwar9546]

In my stadd pro Postprocessing sheet not opening, i saw in your tutorial before analyze postprocessing showing in white text after u close run file then its showing in black text

[@hemlatasikarwar9546]

I'm enable to work on postprocessing

[@vipinthakur9391]

Staadpro not showing Is 456 code is

[@engineeringacademy9812]

Ensure that you have selected concrete tab on the left side.

[@rishikeshmhamane7892]

Sir reactions at the end are not similar to your reactions.I took all loads and dimensions similar to u!

[@mykhailokuchma4110]

Maybe you used another Concrete Design Code. You can check it in configurations.

[@shrirajkandale886]

I have 0 errors 0 warnings
But can't able use postprocessing
Its not working
Please help me out.

[@farazhasan332]

Can't we applied 10kN of dead load as nodal load

[@gobigap.b.2926]

how to rectify the obtained errors..

[@prashanttomar8870]

It shows 1 error.
Above line contains erroneous data.
How can I find the error??

[@subhamthapa8113]

Hlo.. sir are you from Darjeeling..??

[@sayandeb5479]

Sir SAFE software key videos banaiye pls...

[@engineeringacademy9812]

Hi sayan. After finishing this course, next course will be on SAFE. Keep in touch.

[@durgabhavanich1983]

Sir, in the load case1 i forget to keep as dead load,is there any prblm

[@durgabhavanich1983]

Sir i have got one warning how to overcome this

[@thetitotvshow]

I heard some dogs barking lol

[@rishikulshrestha8334]

SIR PLZ HINDI ME VIDEO BANAYE

[@adarshbisht6137]

Ronaldinho after retirement...

[@er.ankursood7780]

Thanks