Пікірлер
@Madsarat 7 сағат бұрын
Dear Sir, for laterally supported beams with high shear cases we can use cl. 9.2.2 Considering Effective Web Depth. But for laterally unsupported beams (like crane beams) and D/tw > 67E, do we have to ignore the complete web and consider flanges only in flexural strength ?
@girishatigadda 4 күн бұрын
what about Inclined flange HAT Sections(Non rectangular HAT). how to design , as we don't have such section database. In solar, inclined HAT is used.
@arijeet1979 10 күн бұрын
are the tools available now also. the link seems to be broken now.
@Arpitamukherjee2010 12 күн бұрын
Surojit excellent video..congratulations for explaining the topics lucidly..
@gurusadaysinha9048 13 күн бұрын
Khub valo r helpful
@akrajuvijay 13 күн бұрын
NICE SIR HOW CAN WE GENERATE DRAWINGS AUTOMATICALLY LIKE RCDC
@sumeetpatil1339 13 күн бұрын
provide excvel sheet of wind load calculation
@lakshaykhanna4521 21 күн бұрын
Link opens but file does not exist here Kindly share the file in the link again
@attakoyaengineer9704 26 күн бұрын
When rigid diaphragm used, how can provide a cut out?
@naseer022 Ай бұрын
Sir Can you share the Macro file ?
@shailendra9038 Ай бұрын
Sir can send Excel sheet
@seaklengchhun Ай бұрын
Can you sell your excel tool?
@seaklengchhun Ай бұрын
Can you sell your excel tool?
@seaklengchhun Ай бұрын
Can you sell your excel tool?
@civilengsolutions Ай бұрын
How to apply 12 wind load cases as per ASCE 7?
@Enfld1122 Ай бұрын
Pls make full and in-depth video series on linear & inelastic non linear time history analysis,inelastic responnse spectrum, analysis in staad pro. Also make videos series on material non-linearity, geometric non-linearity, contact non-linearity and load non-linearity, implicit and explicit functions in ADINA. THANKS.
@amit95gupta Ай бұрын
sir, why you not model staircase in any model or analyse (equivalent)
@gundaraz Ай бұрын
Dear Surojit, The tools presented in these videos, are these available for puchase? You have not covered how to acquire these, it would be helpful to share this information.
@deepikapandit1937 Ай бұрын
Can we need to add that torsional eccentricity on one story and three story building too? or is it only for tall structures?
@surojit_ghosh Ай бұрын
Is does not depend on the building height, and can be considered for any type of building structure with definite floor.
@animeshdas6077 Ай бұрын
I have designed a building in IS 800:2007 and use section 12. Got some typical observation. I want discuss with you . If you give your mail id then it's very much helpful for me
@shrishanmuganandini4908 Ай бұрын
Thank you sir
@kiwalabyeibrahim7744 Ай бұрын
Hi Engineer. Please continue the series
@JSRSUMIT9 Ай бұрын
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
@surojit_ghosh Ай бұрын
What is the error? Is it related to analysis or design?
@Edmund-kg7fp Ай бұрын
Thank you !
@sonukumar-wg9qv Ай бұрын
very informative and remarkable video thanks
@civilengineeringwitharas4776 Ай бұрын
Please share a series of tutorials on RAM structural system, thanks
@peoplespowerhellyeah8619 2 ай бұрын
Can it be used in pyrated version of staad?
@surojit_ghosh Ай бұрын
Physical modeler doesn't support OpenSTAAD functions, but the analytical model generated in the background can be used for automation.
@nowits_raaz 2 ай бұрын
Sir will you provide classes because i want join your classes
@371992harsh 2 ай бұрын
Can you tell whether there are videos to learn high building modelling in RAM Structural System?
@surojit_ghosh Ай бұрын
There are few tutorial videos available in "Bentley Structural" KZbin channel which you can check.
@structuraldesignerscatenoi5358 2 ай бұрын
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.
@rbalamourougane9639 2 ай бұрын
Hello Ji, can I get the wind load generator excel file
@PersonalDevelopment-nf8pu 2 ай бұрын
I need this excel file too😊
@rupeshkhandekar6340 2 ай бұрын
Kindly make some videos on tools development with openSTAAD, micros and VBA.
@rupeshkhandekar6340 2 ай бұрын
Can you please share these Tools or may be keep on purchase link, or make detailed video to developed micros.
@rupeshkhandekar6340 2 ай бұрын
also you did not demonstrate the full details for transportation and lifting.
@rupeshkhandekar6340 2 ай бұрын
Where and how can we get these tools in all videos. there is no tools and excel we found anywhere.
@ganeshsrinivasan361 2 ай бұрын
Hi…can you do a tutorial for a cantilever canopy like the petrol filling station.
@dipeshh5794 2 ай бұрын
Can you Share the VBA xls file for Cb value. Where it can be downloaded?
@2222mithun 2 ай бұрын
Thank you. Please share the macro sheet
@rajasekharcheruvu 2 ай бұрын
Hi Surojit ji couldn't find the xl sheet could you please provide the link
@rohitraghav90 2 ай бұрын
Sir How to identify which supports is required for a particular structure?
@rohitraghav90 2 ай бұрын
Sir how can I determine that, where we need to assign bracing as axial load bearing or tension bearing?
@rohitraghav90 2 ай бұрын
Sir how can I determine that, where we need to assign bracing as axial load bearing or tension bearing?
@fernandovilchez6933 2 ай бұрын
Hi, Surojit, please inform when this Excel sheet will be available, Thank you...
@ayanpal8271 2 ай бұрын
Is this file available in Bentley community?? If yes please share me the link . This file will be very much helpful for me .
@rahulbrijpuriya616 3 ай бұрын
Is It calculting the UPT QTY also?
@surojit_ghosh 2 ай бұрын
Yes, it does, for any standard and built-up section including UPT sections.
@nadeemhussain1821 3 ай бұрын
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.
@PersonalDevelopment-nf8pu 3 ай бұрын
Hii sir good evening i need your contact number sir
@saliktramboo8333 3 ай бұрын
Where to download
@deepakvrm-iy6ke 3 ай бұрын
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?
@surojit_ghosh 3 ай бұрын
You need to define correct section property values. These are used during analysis and design, so correct value corresponding to that section must be provided.