❤❤❤🎉 sir

Sir how do we how which diaphragm to apply? What if there was a row of columns (Along the +ve X direction) at a spacing of (say 5.27 m) along -ve Y direction?

I think after providing the reference palne at 30m and drawing shearwall from that 30m till the 0 level, I couldn't see any shearwall on that reference plane at 30m. Can you please explain if possible. Thanks alot.

Kindly share the excel sheet.

Very informative

sir i faced one problem, i need to design 2ISMC 250 column and ISMB 300 beam. i put 4 bolts each side (total 8 nos) at the centre of ISMC 250 flange. then error msg showing "bolts are too close to plate edge or outside of the connected plate C". what is the sollution? i rearranged bolt configuration still coming same problem. how to solve?

Hi, can u please share the power point slide which you are presenting?...

Thickness of concrete please

Excel file ..

I need this drawings

I would like to join your training course..please guide me

Nice one how can we get excel sheet

Does anyone know where we define subgrade soil on newer versions, safe21 ??

nice video and please send exel sheet for load calculations

U need to learn

How ast 0.822 is calculated in etabs? Time Frame 22.23 min

12:39 please check values of Kl/D (or Kl/b) It should be 0.81x(3200-609.6)/762 and 0.913x(3200-609.6)/762

Excel sheet link please, thanks!

please explain the same for ordinary

hello sir which is better in warehouse? compare different bracings or same bracings different places sir? could you please help and enlighten us?

good

good

best one sir keep on uploading video it will be helpful for students like us

Design moment shows that staircase is supported by cranked beam How is width of staircase taken to design moment ??

Keep up the good work,please bring more such videos!!!💯👍

All your videos are extremely helpful and truly amazing!!!Keep up the good work!Please bring more such informative videos in English! Thank You!💯👍

provide excel sheet

nepali ma vanya vaye ajha bujhthiye😢

After analysing I mm not getting results (colourfull details) why.? It's just showing analysis completed and ready.🤔🤔

how much the allowable deflection limit for wind load? and others service ability check

Pls share excel sheet

please explain why P is 50mm?

Excellent Work

Sir G in my idea statica folder this option is missing, what would be the solution please?

Thanks you very much for this detailed explanation column design results from Etabs.

Attach autocad file it will be very useful

Attach ur autocad file it will be very useful

It was worng sir how you got ast req value 111 it wrong

I have a doubt while defining load combination. You make load combination of 1.5 dl+1.5 ll and dl+ll. Dont we need to consider other dead loads like floor finish, wall etc on combination. Can you make it clear sir?

Can u share the excel sheet

Hi, can you please show how to model expansion joint between panel sheet, in case of larger dimension as 40 m ?

How can we get this sheet

Can we buy this sheet

Hello. I want to buy this Excel sheet urgently can u please sell me this. Please

Am Impressed sir

Hi. How about edge joints? How do You calculate their capacity?

Perfect explanation..... Can you please elaborate various types of staircase in SAP 2000 because support condition has a lot of different variations in real life projects..... These staircases can also be free standing, curved (tread riser), open well staircases itself can be arranged in many different support conditions..... So please create such series..... Thank you very much for this explanation 😊

Thanks.. going to next lecture

Hello sir can you please provide the architectural drawings of the building?