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Good evening sir would you please help me I did this exercise more than time but every time I finish the work and make analysis and save it and close the programme then when I open it again and click on the analysis order the programme say no load to set where is the problem?
@@civilmdc I could only download the transcript of students Does this have anything to do with my problem? and what do you mean by unlock the model? Could you please help me
@@afiqfarhan3826 You have applied the loads wrong... That's why No deflected shape.... See the steps... Here is the full course on CSI ETABS th-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html See the Truss Analysis... Other videos
Bro... yes i am using American Standards.... But .....(Analysis is same for every code... and ....for the code you can select your country code... it will give you results related to your theoretical study...
Sir Hussain I must thank you for the good content .....keep it up.......in this case, if i had included th dead load component then i would have had to creat the associated combination as well as an envelope that will be used for analysis right??
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Thank you, This will really help me to verify the results obtained from manual calculation.
U don't know how this video helped me.thanx alot
I have just subscribed to ur channel keep on going
Welcome
Nice Series of Videos, really helpful for beginners.
Be blessed Bro
I cant delete the middle pin support in the same manner asvyou have shown, how can i be able
yes... i have general example.... you can also follow in same.. manner
Good evening sir would you please help me I did this exercise more than time but every time I finish the work and make analysis and save it and close the programme then when I open it again and click on the analysis order the programme say no load to set
where is the problem?
Please unlock the model.......
Then run analysis
@@civilmdc I could only download the transcript of students Does this have anything to do with my problem? and what do you mean by unlock the model? Could you please help me
Very helpful. Thank you sir
Welcome Dear ❤️
After running, i have not seen the deflected shape in my laptop, can you tell me where is the problem sir??
Go to .... Display.... deformed shape.... selet load case and then apply
Link??
@@civilmdc i cant choose that becouse not see the deflected shape , so how ?
@@civilmdc after run, its not see the deflected shape
@@afiqfarhan3826
You have applied the loads wrong...
That's why
No deflected shape.... See the steps...
Here is the full course on CSI ETABS
th-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
See the Truss Analysis... Other videos
Thanks Sir Providing Solution of Example
How to assign inclined support to a truss member..??
First of all change joint local axis.... At that angle... At which you want to provide support.... Angle...
Then assign support
@@civilmdc thanku sir👍
@@civilmdc there is no option for joint local axis..I can see only frame local axis in etabs 2013 version.. what shall I do?
Can we draw the truss without using grids? If yes please tell us about that.
Yes.. With reference points and reference planes... But that will too difficult to draw... Easy way is by grids..
can we follow same for indetermiante trusses
Definitely
Yes
What are the methods of analysis of truss system
This method in the book is stiffness method...
It gives the same result as method of joint or method of section
Hi
Are you following Indian standards or American standards?
Bro... yes i am using American Standards.... But .....(Analysis is same for every code... and ....for the code you can select your country code... it will give you results related to your theoretical study...
Asslamualikum sir plz make video on how to assign wind load on pitched roof truss as early as possible. Thank you.
I am making... Full course on ETABS... that will be online also..
I will try to cover this topic.
Sir Hussain I must thank you for the good content .....keep it up.......in this case, if i had included th dead load component then i would have had to creat the associated combination as well as an envelope that will be used for analysis right??
For actual design ... Yes
Is it possible for you to send me your examples in a document? It will be very helpful
Dear download the book ... and verification is shown in the video
Thank you very much! You are so kind❤