Видео

Sir, i am designing a steel truss 22m self supporting , mounted with both end with bolt M10x40. can you help me to design. i have made model. but i m facing error while post analysis

Thank you !

very informative and remarkable video thanks

Please share a series of tutorials on RAM structural system, thanks

Can it be used in pyrated version of staad?

Sir will you provide classes because i want join your classes

Can you tell whether there are videos to learn high building modelling in RAM Structural System?

Thank you for this insightful video! The detailed explanation on modeling slabs as both individual elements and as diaphragms has significantly enhanced my understanding. I appreciate the depth of knowledge shared-it's truly valuable for my design projects. Keep up the great work.

Hello Ji, can I get the wind load generator excel file

Kindly make some videos on tools development with openSTAAD, micros and VBA.

Can you please share these Tools or may be keep on purchase link, or make detailed video to developed micros.

also you did not demonstrate the full details for transportation and lifting.

Where and how can we get these tools in all videos. there is no tools and excel we found anywhere.

Hi…can you do a tutorial for a cantilever canopy like the petrol filling station.

Can you Share the VBA xls file for Cb value. Where it can be downloaded?

Thank you. Please share the macro sheet

Hi Surojit ji couldn't find the xl sheet could you please provide the link

Sir How to identify which supports is required for a particular structure?

Sir how can I determine that, where we need to assign bracing as axial load bearing or tension bearing?

Sir how can I determine that, where we need to assign bracing as axial load bearing or tension bearing?

Hi, Surojit, please inform when this Excel sheet will be available, Thank you...

Is this file available in Bentley community?? If yes please share me the link . This file will be very much helpful for me .

Is It calculting the UPT QTY also?

Hello Sarojit sir. Can you do a video for modellinhg of elastomeric bearing pads in staad just like link elements in csi bridge or midas.

Hii sir good evening i need your contact number sir

Where to download

sir as you had added section in Section Database you didn't change other properties, shall it be same or goes to change on changing section size?

Is it possible to envelope the results of moving loads then use the envelope in load combos for design? I do not see this to be possible in STAAD, and I do not see the use of the moving load feature if such combination/envelope procedure is not possible.

But in the case of the Tapered section we can't use this select command as my understanding because we play with the diff dimensions of one selected member

Very informative video, thanks alot sir. 🫡 Also is this excel sheet available or if you can share it?

How to download or purchase?? Not available in bently community???

Is there any way to generate moving load on plate?

good day Sir ! this question is a little bit out of topic. I just want to ask if it is good to model and analyze the steel truss and purlins WITH the main concrete frame structure? or is it best to analyze it separately?

why cant i click the button in excel?

Sir it is the best staad chanel ti fulfil my thirst

Can I get staad file of this video ?

I always watch all your videos and find them very useful and has helped me to understand StaadPro well. I request you to share the macro-excel file of the wind load generator which you have referred in this video. This file is not available in open staad function of bentley communities, hence this request. Thank you.

I have some questions. In previous sessions, you said that for flexible diaphragm it is not possible to perform torsion check,is there any trick to overcome this limitation especially when a model has cantilever plates? 2.For semi rigid diaphragm,does STAAD perform torsion check? 3.How can we model flexible diaphragm and how to make software consider it directly? 4.How to model flexible diaphragm in STAAD as well? 5.For the case of plate cut out you said we have to select the nodes located in the floor slab and ignore any node at cut out,then program understands that there is no diaphragm that means we have to put nodes too where we dont have slab plates? 6.You said slopped diaphragm are not supported in STAAD which trick can be used to overcome this?

Thank you Surojit your platform is one of the best platform for learning,please may you upload the continuation of Seismic (Dynamic analysis) using IS code

Very good 👍🏻

Excellent

Sir, why don't you release one full structural design paid course.😊

if we have reactions in excel and we want the values to be transferred to the staad model, how do we do it, can you guide

Can you please explain how we can assign local pressure coefficients for all 4 directions....!? Please 🙏

When are you going to upload continuation part

Hello Is there any openstaad module which extracts steel utilization ratio for all the parameters and can also extract governing load case of that utilization ratio.?

Sir please make a video on how to read staad output for steel sections in detail. Thanks

Surojit, why is RAM connection so limited? Why don't we have simple bracing connections for example?

Very helpful video Sir. How could I contact you?

You are excellent... please make me learn the macro Excel program