STAAD Pro Tutorial For Beginners [Episode 4]: Analysis and Design of a 3D Frame

[@jessicaducayso4202]

All your videos are detailed and well explained! Good job and thank you

[@karthikamk5464]

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 :)

[@engineeringacademy9812]

Also check out the description for the full course!

[@karthikamk5464]

@@engineeringacademy9812 sure sir😊

[@enametieffiong7816]

very concise and well presented. you are a scholar!

[@Adrianop.87]

Nice job, greetings from Mexico

[@kimlison3701]

Thank you for your detailed explanation.

[@jenirambrothers2781]

thank you not every body is willing to share their knowledge

[@anasposhekar3060]

Excellent quality of teaching. Thank you Sir

[@engineeringacademy9812]

Thanks. Keep supporting!

[@praveenkumar-ng5iv]

Thank you sir ....then in which software we detailing steel..?

[@ankushvirulkar6452]

Sir wat should be done if it shows warning?

[@eugenesubido]

great job. thank you❤

[@sonamlhamo2078]

maybe if sir could do load combination for the 2D frame?

[@WilmaASison]

Thank you very much Sir! You're a great help, Godbless.

[@rushikeshvaidya1384]

Nice...Great Explantion… very usefull

[@engineeringacademy9812]

Thanks.

[@JyothiSuvarna-rs2gl]

𝐓𝐪𝐪 𝐬𝐨𝐨 𝐦𝐮𝐜𝐡 𝐬𝐢𝐫🤩♥️

[@praveenkumar-hw4ii]

Tq sir for u r great explanation 👏👏👏

[@plsrinivasarao]

After changing the member properties, I am not able to run the analysis. How can I run the analysis?

[@munendraks1076]

it was very useful and nice lecture

[@manoranjanmondal3457]

Very nice

[@pranavthogalla228]

THANK YOU SO MUCH SIR

[@jahangeerali1968]

Can i get the online course

[@er.ankursood7780]

Thank u so much

[@robertpasaribu6613]

Sir, can you show to change the beam from concrete to H-beam steel?

[@Bumba51]

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.

[@onkardharne302]

Same here

[@monikasrivastava9714]

Sir plz upload warehouse design

[@yogeshnegi1090]

minimum size of column is 230x230 mm

[@vi683a]

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!

[@prakashrcivilengineer8927]

You are great job

[@ska9024]

Without defining the slab how can it's self weight be taken into account??

[@engineeringacademy9812]

You have to apply the load manually.

[@rajeshkumarchaudhary5063]

Excellent explanation 🙏🙏

[@engineeringacademy9812]

Thank you Rajesh. Keep supporting.

[@Sandb55]

SirI, I have a problem. My node are not selecting Y axis. I don't know how to fixed it

[@anujarora4413]

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?

[@saiprasadnaine6393]

Thank you very much🥰🥰🥰

[@nkent_ai5444]

hi, thank you for the video.. sir, i cant find the design perimeter FC,Fymain and FySec. how to add them

[@jgiraldoisaza]

Is it possible to rename the frames as well as the nodes in the software?

[@arunjaden2138]

In stadd report reimbursement (weight in New) means, What is the unit of it?

[@helperbhau150]

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

[@bornformusic3754]

tqq soo much

[@akhilasivan8305]

why is d1 value not mentioned?

[@arandomstory4663]

At 35.27 my staad software is not showing code is456 ? Plx help

[@azlan9111]

i dont have those parameters. also i dont have that code. What should i do ?

[@joydevsarkar4474]

Sir i am facing a problem after changing the sections of beam and columns the run analysis option is not working.

[@joydevsarkar4474]

No no it is working i already opened the previous output result file so the new one wasn't working.

[@suwarr256]

Hi, why do i keep getting different deflection and reaction values?

[@engineeringacademy9812]

Check loads and spans.

[@ruslanghani8974]

Tq. sir

[@hamzafaheem9907]

Sir, why u not apply floor load u just add floor load but not applied on structure plz guide me. thanx

[@Christopher3437-q4m]

I also have This questions

[@karthikamk5464]

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 :)

[@izo345]

upload more videos

[@ergajeevaparashuram5231]

Sir, i have done same like you but i got warning as unexpected command in load data. How erect that warning.

[@garrygamboa5167]

same to me

[@anshulsingh4624]

I got 8 warnings...what to do?

[@muhsinyp3439]

What is this reason meaning?at 23:05 time. Anyone pls help

[@mohammedshereef4092]

It is region, not reason.

[@arunjaden2138]

In stadd report reimbursement (weight in New) means, What is the unit of it?