Difference Between Shell Thick, Shell Thin & Membrane

[@aldiputra9236]

Sir, why when I applied Membrane in structure the deflection in slab being so big deflection..

[@Decodebd]

Membrane has no bending stiffness, that's why it bends down/deflects without any resistance. It causes larger deflection of membrane. If you hang a Fabric Cloth/tent with four side supports,then also it tends to go down/deflect even if you don’t apply load.

[@aldiputra9236]

@@Decodebd nice explaination..I have any question about deck slab..why deflection deck slab is not smooth like shell thin ? Because in the shell thin we can find the deflection in each mesh..but different with deck slab where meshing slab can’t smooth like thin slab..thank you sir

[@anas1428omair1433]

Sir
In Hollow block slab
You prefer in deflection results shell thin or membrane?

[@islahuddin2249]

all my doubts are cleared thanks keep uploading such kind of quality content

[@samiulislamniloy6785]

Hello sir,
As we are selecting shell thin for slabs and shell thick for footing, kindly also explain how we can proof in practical there is no transverse shear deformation in slabs and is transverse shear deformation in footing???

[@Jahidhasan-tx4uu]

Wonderful explanation

[@JUNAID_KHAN708]

Nice video plz share important tips and tricks for etabs to save time

[@عليأحمد-س8ع1ك]

great explanation
can I get the power point present for this video ?

[@jsala08]

ปังมากพี่นัท

[@silentstar96R]

thank you for the informative videos! when do we use membrane then?

[@Decodebd]

When you want to design beam taking all the moment from slab then you can use membrane. It will require more section size of beam than the beam with shell thin slab.

[@Arsuvalzz]

👍 great very informative video

[@rajnirani8617]

Helpful for my mtech exam... Heartly thanks Sir

[@ranahasans6849]

great tutorial

[@Decodebd]

Thanks!

[@nahidakhternishe6182]

Good job sir

[@AnjishaDesign]

Sir can we apply the thickness to membrane and get the result?

[@atiqueahmed8201]

Does decode BD mean decode building?

[@lupocattivo8777]

Very well exposed lesson. Thanks and keep like this

[@md.bayzeedhossain2923]

Dear respected brother,
In etabs any option to export from etabs to prota structure...?

[@orfeaspapaioannou2755]

irrelevant.

[@rajjaviya3297]

Sir if we model slab as a membrain then the self weight of slab is apply as shell load on membrain or only floor finsh load is apply ,self weight is automatically taken or not??

[@civilideas1925]

great explanation

[@Decodebd]

Thanks

[@phamminhtuan9000]

Thanks for share

[@engrgep]

Get confused with thick and thin for example the span of col is 6m-10m and the thickness is 600mm so >=10 is it a Mat fdn. So thick or thin?

[@ravishankar.p5542]

Sir nice video...but I have one doubt can we consider slab as shell thin while analysis the Residential or commercial building?? In E tab software

[@civilengineer9540]

Yes, you can.

[@ambjosephikome9820]

Hello good day. Have an issue generating drawings on robot analyses it freezes then gives a report message and finally shuts up

[@suhaibkhan7356]

Can you send this pdf in link

[@hitman5601]

What is exacy difference between shell body and solid body

[@sharadmishra1588]

Can you tell us which type of slab should we model in the Etabs, Shell or Membrane?

[@Decodebd]

Explained in the tutorial when we can use membrane, shell thin & shell thick.

[@skillhnter1303]

JAZAKALLAH

[@aqramali1659]

Assalamu alaikum sir.
In my etabs model give error for its
Offset plane is too distorted for shell.
Sir please help me and make one video for its types of error in etabs.

[@Yotor_Tube]

Great😘

[@Decodebd]

Thanks

[@Latief764]

Asalam-u-alikum sir, which software is best 3 ds max or sketchup?

[@rjjrubel4265]

both are best...

[@viniciusmariz4316]

great explanation