MANUAL DESIGN OF SHEAR WALL AND BOUNDARY ELEMENTS I WHAT IS RC WALL I IS13920 I STRUCTSOFTCENTRE

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About This Video: In this video we have have covered the following important points,
1. Problem statement and classification of wall section as per IS 13920-2016
2. Design for shear reinforcements (Horizontal R/F) & Longitudinal Reinforcements (Vertical R/F)
3. Check for Necessity of Boundary Elements (B.E) in shear wall
4. Design of boundary elements for the flexure and shear
5. Scheduling and detailing of shear wall in respect of design results
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Demo of training: • Demo Session On DESIGN...
Course Duration: 30 to 45 Days
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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

[@EngYahye_Mohamud_Dirie]

Well done sir

[@rohanlibra]

Thank you brother ❤❤

[@deepakmishra-sc5ws]

Excellent sir, so nicely explained. Thank you very much.

[@StructSoftCentre]

Thanks and to get in touch contact at 8857891345

[@rohitha4224]

Thank you, u did well sir, 11/03/2024
Very much Helpful..

[@shareqinamdar8903]

Very nice explanation

[@StructSoftCentre]

Thanks

[@aldiputra9236]

In 59:54 about net moment, how if (Mu résistant > Mu factored)?? That will give us net moment (- value ) what does it mean?? And what net moment we used??

[@ramuk8666]

How to calculate boundary element width 500

[@mokafizzz]

Value of (Xu*/Lw) is coming out to be 0.4791
Please check!

[@binayaksamanta863]

According to IS 456 FOS should be 1.5

[@mathumahendiran7606]

While calculating uniform reinforcement moment capacity Please be correct its actual length is 3m only.

[@StructSoftCentre]

Ok

[@mokafizzz]

Also, Beta formula is wrong...

[@K29_RINZLER]

Mistakes in annex a mu calculation