Generation of Wind Load in STAAD - Part 3: Unclad Frame Piperack Structure|| Solidity Ratio || IS875

In this video, I will cover how we can generate wind load on any unclad frame structure like a pipe-rack using the newly implemented wind load generator. For this type of structure, several information is required including solidity ratio and shielding factor, how we can calculate and use this for load generation, that I will cover in detail.
For complete analysis and design of any residential, commercial or industrial structure, application of wind load is necessary. When wind load is applied on any face of a structure, it is distributed to other structural components. For wind analysis, correct wind load distribution is necessary.
Part 1: Basics & Wind Load Distribution
Part 2: Wind load generation for cladded warehouse structure
Part 3: Wind load on unclad frame structure
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[@aleximmanuel3621]

one of the best developments in Staad , not covered in many other softwares

[@ganeshsrinivasan361]

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

[@sandipmaru456]

Can you please make a video for belt conveyor gallery model using macro. Also if you can add loading part in that’ll be great.

[@Enfld1122]

Thanks sir for technical explanation,sir we are awaiting for wind load applied on lattice tower/communication tower structures/free standing wall and hordings. Please upload the same. thank you..

[@lukog9622]

Yes sir. Also explain the other features please.

[@illusionarchitecturalplann7655]

Sir u take classes for staad? I would like to learn from u

[@musamahomed]

Does STAAD not have any other Wind Loading codes like ASCE 7-16

[@shahjainam1909]

Dear sir ,How to check deflection for double overhang beam I have added min load of 4Kn at both the overhang end but beam is failed with large ratio kindly explain why it is happening please !!

[@josephlucas4115]

Hello Engineer please upload more videos on PEB, wind and moving load

[@ganeshcivilcivil]

Very clear video sir. I really thankful to you. Sir could you please explain frame spacing ratio

[@surojit_ghosh]

As per IS875 (Part 3):2015, cl.7.4.3.4(a), frame spacing ratio is the c/c distance of frame by the least overall dimension of frames. I will cover this topic and shielding factor in detail in Part 4 of this series.

[@josephlucas4115]

@@surojit_ghosh Hello may you please prepare a series of positioning of bracing,criteria used for selection of bracing members,when to use steel rod,cable or steel member as bracing?also how to model and define steel rod bracing and cable bracing in STAAD Pro

[@prithwishkundu3818]

Sir Can I talk to You over the Phone? I am facing some issues with wall and parametric models using connect edition. The wall is not getting included in rcdc. Kindly help to resolve this issue

[@praneethchavva3167]

Can you make a vedio on blast load

[@shaikheslamulhoque8611]

very nice sir

[@nader2459]

How to change wind load generator from IS-875 to other codes ?

[@soumakanti268]

Unable to create wind load in other direction in case of unclad building using wind load generator.

[@surojit_ghosh]

Currently, this is available for one direction only, you can create it for X direction, then from input editor inactive that load case, create it again for Z direction and switch on wind load for X direction from editor.

[@shaikheslamulhoque8611]

Assinment phase, Group load does't work. what can i do?

[@rajkumarkrishnamoorthy8924]

Sir , need one video about to define wind load for lattice tower

[@surojit_ghosh]

I will cover this topic soon.

[@salmanmhaskar6312]

Sir upload Moving load part 8 please

[@josephlucas4115]

Hello why don't upload more videos?

[@rajkumarkrishnamoorthy8924]

Sir tell me updated stadd pro version to use automated wind load generation

[@surojit_ghosh]

This feature was implemented in STAAD.Pro CONNECT Edition V22 Update 8, you can use any recent version, from Update 8. For more details, check this -- kzbin.info/aero/PLxLi_mmlPeiq5oVwK0U084gouHTj80YFB