DESIGN OF BEAM AS PER IS 456-2000 I MANUAL BEAM DESIGN I STRUCTSOFTCENTRE I CIVIL ENGINEERING

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About This Video: In this video we have have covered the following important points,
1. Problem statement & determination of type of section to be design (Singly or Doubly R.S)
2. Calculating equivalent shear force (S.F) and bending moment (B.M) as per IS 456-2000
3. Design for flexure and calculating flexural reinforcements
4. Design for shear and calculating shear reinforcements
5. Preparing schedule and details according to design results

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)

SSC also provides advance excel sheets for design of important structural elements. The available excel sheets are listed below.
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