Still explanation is very nice. Thanks.

The video quality should have been better.

sir darun bujhiyechen

Nice and clear explanation. Sir, in the real world practice, are these force reactions at Node #1, are actually acting at a point which is the interface of footing and column? Thanks in advance for the reply.

Very well explained

Thankyou 😊

Thanks for the video. Is it possible to model an inclined spring? I've been trying to do it but it seems not to work.

didn’t undestand the reason why you canceled the integrals with y’z and yz’, can you explain?

Please give me your linked in ID or email sir please help me

Please make video for fixed but how to give like fy mx my mz and fx fy mx my mz

Enjoying this series. Really thankful for explaining from the basics.

Thank You

at 23:40 how are I1 and I2 different?It appears you have plugged the same variables into the same equation, so how is it a different outcome?

Brilliantly explained, and solved my years long doubt. But I still have a doubt about not considering the gravity load of floor coming directly on the column in the form of axial load. Can you explain it in upcoming tutorials?

Sir, I have been using staad since a long time and yet this decimal problem is due to the base unit inconsistency was not known to me ... Your videos are so detailed that even an experienced engineer will find something that is a new learning for him.. Thank you!

Thank You Sir 😊

Sir how did u decide which one is major which one is minor? I mean, for this problem I can clearly see that rotated y axis is the minor, but sometimes i can't see that.

ING Gracias por su vídeo. !!!

Simply to say, when you are checking on overturning and sliding check you can directly use the result from the statics check result provided that your point of reference is correct.

Thank you sir

👍

If the number of reactions are greater than number of equilibrium equation does that means the structure will not be stable??

thank you sir you have Borden my horizon in using STAAD PRO

Sir , Could we have used offset specification to vertical column to achieve practical position of beam column junction in your model (9:43) in staad pro? Would it be correct modelling approach to use offset specification to column instead of beam considering all fixed support ?

Thanks Sir , Why and how to release forces in release specification of beam? As a considering intersection of two beam junction (+ shape beam junction) . Can we rearrange the transfer of load to beam as a primary or secondary by releasing Fy forces properly at (+ shape) beam junction having equal span of column ?

Sir, product moment of inertia for this particular section about principal axis be zero???

sir they same result can achieve by beam offset command also ... but to know about master and slave this is good explanation

This was amazing thank you very much

17:03 Never seen anyone do this before but it makes so much sense

This was beautifully explained

In your (#10) vedio you told that in roller support fx mx my mz should not constrain but here you only release fx and mz ? Please describe

Does offsetting the beam to flange of the column in staad helps to reduce the loading value sir??

Thanks sir for uploading videos, these are proves very useful in our career, kindly make videos on steel structure design of pharmaceutical plants, rotating and reciprocating machine foundation etc. So that we can learn technical fundamentals, thanks.....

Thank you very much sir, We watch your webinar on modelling, analysis and design of underground water tank,well, you made template for impulsive and convective pressure for water wave sloshing, Sir is there any in built features in staad pro, so that we can directly use convective and impulsive waves rather than using template??? Because sir, when we design elevated tanks, especially tanks with conical bottom, there is a problems in calculation of impulsive and convective wabe pressure using template, Sir what is the way to incorporate static seismic analysis procedure for elevated/underground tanks?? Sir, which method is economical WSM/LSM for design of tank using IS 3370 code?? Thank you sir...

Thanks for the video Really good explanation Love the concept in modeling Hate the name 😅

Whey are precaution of Incidence are taken in Beam/Column orientation and theirs defects on structural calculaton. Please sir give me ans

What is the allowable tolarable limit of displacement(value)?

Please make a tutorial of steel design parameter, explaining about LY and LZ parameter

Which criteria is used to judge that this is Ly and this side is Lz in Staad pro?

Hi sir , can you please make a video on how to change input unit of staad input file . for example I had made a staad input file with METER KN unit but I want it to convert all of it to KG and meter unit.

You did a great job sir. Thanks for helping:)

Excellent demonstration

Please sir may you upload from starting part on how you created this model and how to apply master slave

Please may you repost this video because the available one has low quality compared to other videos uploaded

thanks a lot

thanks a lot

Thanks a lot for this kind of video .

Grt vedio...

Your videos are simply excellent.. very short and neat..thanks for your videos.. When to consider right hand rule and left hand rule ? Can you explain.. I have need to get clarify regard support restraints particularly hinged and roller support in theta x,y,z ..can you give some live example? I have assumed that door for hinge support and rolling chair for roller support..in this how the not contraint of theta x,y,z is possible? Can you explain pls? Thank you .

Sir Thanks for your wonderful videos series. Plz explain importance of splitting beam into 3 parts vs single beam member.