Bi-Axially Loaded Long Column Design I RCC Column Design I IS 456-2000 I Struct Soft Centre

☛ Download PDF......www.structsoft...
About This Video: In this video, we have have covered the following important points,
1. Problem statement and classification of column as per IS 456-2000
2. Determination of additional moments due to long column effects
3. Adequacy of provided section and reinforcements
4. Design for main and lateral reinforcements
5. Final schedule and details as per design results
STRUCT SOFT CENTRE
Services: 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

[@mustafagokalp1818]

Excellent. Thanks.

[@pavankumarsang8750]

Excellent brother

[@StructSoftCentre]

Thanks

[@noamansolkar]

sir you have considered sigle curvature bending. what about double curvature bending??

[@ramuk8666]

How to take 1.2 effective length factor