Difference between Membrane and Shell I Comparison between Membrane and Shell in ETABS I Civil Engg.

Описание к видео Difference between Membrane and Shell I Comparison between Membrane and Shell in ETABS I Civil Engg.

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+EXCEL I BATCH-09  
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 OF FOUNDATIONS...  
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

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