Difference between Membrane and Shell I Comparison between Membrane and Shell in ETABS I Civil Engg.
Vložit
- čas přidán 10. 09. 2024
- Key Learning points from this video:
1. Comparison between Membrane and Shell elements
2. Difference in load transfer mechanism between Membrane and Shell
3. What are the analysis difference between Membrane and Shell in ETABS
4.What to use in ETABS between Membrane and Shell
5. Concept of in-plane and out of plane bending stiffness
About Struct Soft Centre: SSC provides professional training for civil engineering students/working professional, to make them professional structural engineer. Our ongoing live training programs are:
Program-01 CSI ETABS I RCDC I EXCEL
Demo of training: • NEW BATCH ETABS+RCDC+E...
Course Duration: 30 to 45 Days
Daily Live Session: 1.5 to 2 Hours + Recorded Session (Life Time Access)
Certification: ISO- 9001-2015 (Govt Approved Certificate)
Program-02 CSI SAFE I EXCEL I MANUAL
Demo of training: • Demo Session On DESIGN...
Course Duration: 30 to 45 Days
Daily Live Session (1.5 to 2 Hrs.) + Recorded Session (Life Time Access)
Certification: ISO- 9001-2015 (Govt Approved Certificate)
Note:
1. If you want to join any of training contact at: 8857891345
2. If you want to get any of the following Excel Sheet WhatsApp at 8857891345.
1. Excel sheet (Design of Isolated Rectangular Footing)
2. Excel Sheet (Design of One-Way Slab)
3. Excel Sheet (Design of Two-Way Slab)
4. Excel Sheet (Design of Axially Loaded Short Column)
5. Excel sheet (Design of all types of Beams)
6. Excel Sheet (Design of Staircase)
7. Excel Sheet (Wind Load by Force Coefficient Method)
8. Excel sheet (Design of Combined Footing)
9. Excel sheet (Design of Strap Footing)
10. Excel sheet (Design Basement Wall)
11. Excel sheet (Design of Stepped Footing)
12. Excel sheet (Design of Sloped Footing)
13. Excel sheet (Design of Cantilever Retaining Wall)
14. Excel sheet (Design of 2,3,4,5,6 Pile Cap)
15. Cost Analysis between PAD I STEPPED I SLOPED Footings
Excellent Video Sir . #CIVILBRAINS
Thankyou very much sir
Thank you so much...its is too helpful for understanding💯🙌
Very Good explanation.Keep it up,I would like to see more of your videos
Thank you Sir!
Thank you so much. I have a question. On this video at 1:55, you said that if some loads acted to out of plane of the membrane, there will be no deformation.
But in my opinion, if the membrane doesn't have the out of plane stiffness and the membrane is under the loads toword out of plane, there will be very much deformation like infinite.
I have the same confusion. If something has out of plane bending stiffness, it should not bend but here when we say shell has out of plane stiffness we are saying that it will bend and for membrane that does not have that stiffness, (it should have bended rather infinitely like you said), it won't bend.
Where is the playlist or other such videos?
WhatsApp at 8857891345
Amazing
during analysis of building slab what we have to consider shell or membrane?
Membrane should be considered. Because it will consider the entire slab load is transferred to the beam and beams will be designed accordingly. Membrane doesn't resist much load. But thick larger slabs can be modelled as shell elements and meshed separately. In this case the slab will resist some load and the entire load won't be transferred to the beam.
Keep up the good work
Thanks, you too!
write on which topic you want next video
shell will not carry any load, it will also transfer but in a different pattern, add up the loads you will understand.
Right ✅ . Summation of all base reactions must be equal to dead load I.e. equal in both case.. but patterns of transferring load will be different.
I believe your statement on in-plane stiffness and no deformation is incorrect. unless it is rigid, there will be deformation
WhatsApp me sir 8857891345 for further discussion