LOCAL AXIS vs GLOBAL AXIS IN STAAD Pro | How to apply Beta Angle in STAAD Pro

[@CivilBlackBox]

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[@saurabharunjangam6802]

All your videos are really in Simplified language which I ever seen on youtube or any other online or offline platform. Believe me whatever I learnt from all your videos that I didn't get from any other till date. Very best wishes to you Mr. Kushal. You are exactly as per your name i.e. MR. PERFECT.... Keep teaching us....

[@CivilBlackBox]

Thank you for such kind words. It really helps me a lot with the motivation. Cheers. 👍

[@rajeshmeena8422]

Absolutely informative and great video. Length of Video doesn't matter if content if good.

[@CivilBlackBox]

Thank you so much for your kind words.

[@GauravRaj-ew8gm]

One of the best channel to learn staad Pro and also how smoothly sharing contents... #making Staad stand in my mind😊

[@CivilBlackBox]

Thank you so much for your kind words.

[@sudarshannikam5243]

Sir, Your hard work against making this video is really appreciable .You have taken much effort on graphical representation which has prominently seen. Be teaching us forever. Thanks…….

[@CivilBlackBox]

Thanks a ton

[@ManoharDmanu-bh8zk]

superbly explained ....plz keep updating us ..thank you

[@CivilBlackBox]

Thank you, I will

[@deaniqacktr6515]

Excellent one. But a suggestion. Depict the columns on plan (as shown in a building drawing) with different dimensions and explain how YD and ZD can be assigned.

[@CivilBlackBox]

Great suggestion! I would try and incorporate it in a future video.

[@anirus11]

According to the left hand rule local Y has opposite direction in the picture 3:45 video time.

[@sagarkarwa1173]

Is there a way to incline my member in y direction? please help

[@SatyendraSingh-uf1hn]

Very nice explanation. Great job done.

[@CivilBlackBox]

Thank you!

[@hsrana9302]

cleared concept nicely

[@CivilBlackBox]

Thank you so much.

[@vinmi318]

Accidentally I came across your video and I really appreciate your efforts. Kindly do a video on solid modeling using staad pro. I know it is quite difficult to do solid modeling but just a hope that u might be aware of some procedure. And Also regarding the finite elements an plate analysis.

[@CivilBlackBox]

I will try.

[@shareqinamdar9211]

Sir, your explanation is next level. I mean so simple, effective and to the point. Everything is perfectly explained. Hope to see and learn more from you regarding structural design and its softwares.

[@CivilBlackBox]

Thank you so much for your kind words. I really appreciate it.

[@PRANITGONDHALI]

Pls make video about ly lz parameters

[@tp6808]

It helps to much for us.... ty sir

[@raneeshcem]

Excellent explanation.

[@CivilBlackBox]

Glad you liked it

[@akshaytapkir6821]

very helpful video..thanku & if possible please make one video on concept of major and minor axis

[@CivilBlackBox]

As soon as possible.

[@kanchan8202]

fantastic job

[@CivilBlackBox]

Thank you very much!

[@positivevibes4265]

Sir any building design using staad video available??

[@CivilBlackBox]

Will upload soon

[@royapaktinat7559]

That was a very nice video. I'm just wondering, is there a way to extract the coordination of the local axis in the global system? I want this coordination for Geomtransform tag in Opensees.

[@CivilBlackBox]

Can you explain a bit more as to what you are trying to achieve?

[@sudarshannikam5243]

Sir, These Local Axis and Right hand rule is little bit confusing matter . So can we avoid this local axis by using Global axis by making different load case with same magnitude , just we change its plus minus sign as per direction of load applying with respect to Global axis. Or there is no way to memorize Local Axis convention with Right Hand Rule.

[@CivilBlackBox]

Changing the + and - signs would work only in limited cases. When you have to provide inclined loads or other specific cases, having the knowledge of Local Axis also becomes important. I would recommend trying out a few examples by yourself by following the video.

[@arbazahamed485]

Sir, after designing a structure if we look at the result sheet, for beams at different cross sections for a particular beam, there will be different reinforcement,(Means at some c/s there will be reduction in bars at the top and same at bottom) so which one to choose or consider..please reply (this question is not regarding this video, generally while designing I observed this issue..please clarify)

[@CivilBlackBox]

Of course there will be different reinforcement at different cross sections. This is due to the values of Shear Forces and Bending moment (in some cases there shall be torsion and axial forces as well). Depending upon the Shear Force and Bending Moment Diagrams reinforcement shall be curtailed at different locations for economy. In most cases STAAD does a pretty good job. However, you should be well equipped with the knowledge of Structural Analysis and Concrete design to make an educated decision. I hope this helps.

[@arbazahamed485]

@@CivilBlackBox this means, should we cut the bars in b/w the beam and curtail it?....in the field we usually see the reinforcement is same throughout the beam. And a new bar is overlapped if needed.

[@pranitthasal3168]

Yu r great ..man 👌👌👌👌👌

[@CivilBlackBox]

Thanks.

[@RameshKumar-wz8by]

Excellent presentation

[@CivilBlackBox]

Glad you liked it. Please support this channel by sharing it with your friends. 🙂

[@pranitthasal3168]

I think yu will never recieve bad reply from any one ....... Yu r perfect

[@CivilBlackBox]

Hahaha. Thank you so much for this comment. You just made my day!

[@saurabharunjangam6802]

Mr. Kushal will you please make video on Wind Load Calculation manually and compare by Staad exactly as Earthquake Static Analysis... Thanks

[@CivilBlackBox]

I will try making a similar video soon.

[@alzahraniabdulrahman]

If just shows us also the internal forces , also will be great video , e.g why we have Mz My Mx , and other software also shows us M11 M22

[@CivilBlackBox]

I am not sure I understand your question. You may post your query in our Private FB group. We will help you out there... facebook.com/groups/staadbeginnner/

[@sudarshannikam5243]

Sir I have somewhat confusion, In Local Axis phenomena we consider X axis should be along length of the member but how we will fix remaining Y & Z axis to the transverse section of the member. Means both of Y & Z axis, which axis should be along Breadth( i.e. 230mm) and which should be along depth (i.e.600mm) . Is any convention for these axis regards to transverse section of the member. Somewhat I feel, One of them (Y & Z) axis should be fixed on either Breadth or Depth of the section specifically in Local Axis Convention. Otherwise these (Y & Z axis) will be freely rotated around Longitudinal X axis of the member that we can’t identify Breadth or Depth of member related to axis while referring LEFT HAND RULE convention. In Global Axis phenomena Y axis is always Gravity axis if we set as Y Up at starts up configuration. So, Can we say that to assign self-weight (or load case) to any member we can’t use Local Axis ? Is there mandatory to use of use of Global axis for assigning self-weight by making load case? Another doubt is where do we can’t ignore Local axis convention? Or which cases we can’t substitute Global Axis while assigning load regarding to load direction? Sir please help me to solve these confusions.

[@CivilBlackBox]

You are correct in pointing out that Local Axis is a bit confusing. I tried to bring forth all the usual cases. Local X is longitudinal Axis. Local Y is along Global Y for all the Beams or horizontal members. Local Z is along Global Z for all the columns or vertical members. Knowing any two axis you can easily find the third axis using the left hand rule I talked about. To answer your other question as to why do we even need Local axis, there are occasions where using Local axis is much simpler than creating a custom Global load for every case. So you cannot ignore Local Axis forever. Try following my video and create a few beams and columns yourself and try finding out all the Local axis by yourself. That will probably help.

[@shubhammalviya8186]

sir, your videos are very effective. i request you to please make video on designing portion.

[@CivilBlackBox]

Thank you so much. I will soon make a video on designing as well.

[@akashbhowmick910]

very informative and simple video❤️

[@CivilBlackBox]

Glad you liked it 😊

[@civilmoments5706]

Very helpful

[@vijaybhasker2928]

sir, iam not gettibg isometric views tool bar in my staad, kindly requesting you let me know

[@CivilBlackBox]

I am not really sure what you mean by that. Could you please share an image in our Private FB group? I would be glad to help you out. facebook.com/groups/civilblackbox

[@sudarshannikam5243]

Sir Please make video on taper slab with gable end and hip end separately to learn local and global load .

[@CivilBlackBox]

Can you post your exact query in our Private Facebook Group. facebook.com/groups/civilblackbox

[@ankitarawat5522]

Hii. could you helpe me in input of support reaction in beeta angle

[@CivilBlackBox]

Can you please elaborate your request in the FB group. I am not sure I follow. Perhaps a line drawing may help. Share it on the FB Group please. www.civilblackbox.com/facebook

[@moriashish4129]

How to apply load On same global axis but distance it's different

[@CivilBlackBox]

Could you please clarify your question a little bit more?

[@moriashish4129]

@@CivilBlackBox for ex. four vertical channel height 1.485 mtr. at top 1.145 mtr x 1.065 mtr frame globe axis z how to apply 425 kg/channel at top frame load on top frame

[@nathanmoses7936]

I am a new subscriber please do you have any design with BS code or Euro code. Please link me to the video ASAP

[@CivilBlackBox]

Not as of now, sorry.

[@shibleeamankhan990]

Informative 👌👌👌

[@CivilBlackBox]

Thanks for liking

[@siddalingaprabhu9188]

U r the best👍👍

[@CivilBlackBox]

Haha.. Thanks man!

[@suliman9058]

Sir thanks allllot

[@CivilBlackBox]

Most welcome

[@ahmedferdous2433]

just what i want

[@gowthamiv4841]

😍😍😍😍😍😍

[@CivilBlackBox]

🙏