🚨 CSI ETABS V/S MANUAL DESIGN OF COLUMNS PART-01 I COLUMN FLEXURAL DESIGN I IS 456-2000 I RCC

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About SSC: SSC provides professional training for civil engineering students/working professional, to make them professional structural engineer. Our ongoing live training programs are:
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👨‍💻 Live Training Program-01 CSI ETABS I RCDC I EXCEL
📆 Course Duration: 2 Months
🕑 Daily Live Session: 1.5 to 2 Hours + Recorded Session (Life Time Access)
📜 Certification: ISO- 9001-2015 (Govt Approved Certificate)
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👨‍💻 Live Training Program-02 CSI SAFE I EXCEL I MANUAL
📆 Course Duration: 2 Months
🕑 Daily Live Session (1.5 to 2 Hrs.) + Recorded Session (Life Time Access)
📜 Certification: ISO- 9001-2015 (Govt Approved Certificate)
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🔥 Note: If you want to join any of training contact at: +91-8857891345
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📝 All Excel Sheets 📝
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
🔥 Note: If you want to get any of the following Excel Sheet WhatsApp at +91-8857891345
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Thank you for the Video. Extremely grateful. Learned quite a lot. Lot of revision happened since college days.

May you be blessed.

Mohsinbagban
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where do i found Design of column by using E tabs (In your vedios), , , because here you explained only Manual Design.

_Raj-
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1) Please make a video for the design and detailing of the staircase in because all the str engineers just prepare a model in the name of the design and detailing of the designing slab we have 2 options i.e. strip based design or fem based....but while modeling stair might be a slab or be considered as a wall because of the factor of are just explaining manual calculation and But i want it to be designed and detailed like we do it for beam, column, slab etc.
2) Generally max rebar for the column is 6% but i want to change that limit to I want this because while trying auto select i need it to keep making iterations till they can find a section where max reinforce is This is why i need to change the rule where steel is allowed up to

vasubhadania