i have been practicing staad via your videos... excellent job sir... thankyou for this detailed explanation... best way to utilize the lockdown days by learning these softwares.... thank you sir :)
Sir I can't click on run analysis after rectifying the section of members, run analysis became disable to click. i.e at 44 min. in your tutorial video..please help me.
I appreciate your willingness to teach. For the love GOD....Simplify. A LOT of redundancies.... try to assign a highlight to your pointer so we can follow your mouse choices!
SIR DEAD LOAD OF FLOOR APPLIED TO THE BEAMS AS -1 KN/MSQ, IS IT AUTOMATICALLY GOING TO CONVERT IT AS SELF WEIGHT OF THE FLOOR THAT IS GOING TO BE TRANFERED ON THE BEAMS?
nice explanation but could you please tell me why in my pc the animation is not working . you said in your previous video you too had the same prblm and in this video you are able to animate. So plz Help me
when you provide the YRANGE and define them and also provide the minimum and maximum value, it will be automatically applied... in that direction... floor load will be acting in downward direction as well :)
![STAAD Pro Tutorial For Beginners [Episode 5]: Using Structure wizard](http://i.ytimg.com/vi/2md5Z7aYrgY/mqdefault.jpg)
![STAAD Pro Tutorial For Beginners [Episode 5]: Using Structure wizard](/img/tr.png)
![STAAD Pro Tutorial For Beginners [Episode 3]: Analysis of a 2D Frame](http://i.ytimg.com/vi/b_3mJPHRAsg/mqdefault.jpg)
All your videos are detailed and well explained! Good job and thank you
very concise and well presented. you are a scholar!
thank you not every body is willing to share their knowledge
i have been practicing staad via your videos... excellent job sir... thankyou for this detailed explanation... best way to utilize the lockdown days by learning these softwares.... thank you sir :)
Also check out the description for the full course!
@@engineeringacademy9812 sure sir😊
Thank you for your detailed explanation.
Nice job, greetings from Mexico
Sir wat should be done if it shows warning?
Thank you very much Sir! You're a great help, Godbless.
Sir I can't click on run analysis after rectifying the section of members, run analysis became disable to click. i.e at 44 min. in your tutorial video..please help me.
Same here
I appreciate your willingness to teach.
For the love GOD....Simplify. A LOT of redundancies.... try to assign a highlight to your pointer so we can follow your mouse choices!
Excellent quality of teaching. Thank you Sir
Thanks. Keep supporting!
Without defining the slab how can it's self weight be taken into account??
You have to apply the load manually.
After changing the member properties, I am not able to run the analysis. How can I run the analysis?
maybe if sir could do load combination for the 2D frame?
SirI, I have a problem. My node are not selecting Y axis. I don't know how to fixed it
SIR DEAD LOAD OF FLOOR APPLIED TO THE BEAMS AS -1 KN/MSQ, IS IT AUTOMATICALLY GOING TO CONVERT IT AS SELF WEIGHT OF THE FLOOR THAT IS GOING TO BE TRANFERED ON THE BEAMS?
great job. thank you❤
it was very useful and nice lecture
Thank you sir ....then in which software we detailing steel..?
nice explanation but could you please tell me why in my pc the animation is not working . you said in your previous video you too had the same prblm and in this video you are able to animate. So plz Help me
Tq sir for u r great explanation 👏👏👏
Nice...Great Explantion… very usefull
Thanks.
At 35.27 my staad software is not showing code is456 ? Plx help
In stadd report reimbursement (weight in New) means,
What is the unit of it?
Can i get the online course
Sir i am facing a problem after changing the sections of beam and columns the run analysis option is not working.
No no it is working i already opened the previous output result file so the new one wasn't working.
Sir, can you show to change the beam from concrete to H-beam steel?
THANK YOU SO MUCH SIR
hi, thank you for the video.. sir, i cant find the design perimeter FC,Fymain and FySec. how to add them
You are great job
Excellent explanation 🙏🙏
Thank you Rajesh. Keep supporting.
Very nice
i dont have those parameters. also i dont have that code. What should i do ?
Thank u so much
Is it possible to rename the frames as well as the nodes in the software?
Thank you very much🥰🥰🥰
minimum size of column is 230x230 mm
Hi, why do i keep getting different deflection and reaction values?
Check loads and spans.
Sir, i have done same like you but i got warning as unexpected command in load data. How erect that warning.
same to me
why is d1 value not mentioned?
Sir, why u not apply floor load u just add floor load but not applied on structure plz guide me. thanx
I also have This questions
when you provide the YRANGE and define them and also provide the minimum and maximum value, it will be automatically applied... in that direction... floor load will be acting in downward direction as well :)
Sir plz upload warehouse design
𝐓𝐪𝐪 𝐬𝐨𝐨 𝐦𝐮𝐜𝐡 𝐬𝐢𝐫🤩♥️
tqq soo much
What is this reason meaning?at 23:05 time.
Anyone pls help
It is region, not reason.
I got 8 warnings...what to do?
Tq. sir
upload more videos
In stadd report reimbursement (weight in New) means,
What is the unit of it?