RCC Shear wall design for dual system using Etabs tutorial

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RCC shear wall design for building frame system
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RCC Dual system shear wall design using etabs
In this video for etabs tutorial you will learn how to design RCC dual system using etabs
The design of shear wall in dual system using etabs
RCC shear wall design for dual system
Shear wall design tutorial
Dual system modelling in etabs
Core wall design
RCC core wall design
Reinforcement of core wall
thickness of core wall
how to design core wall
Steel in core wall
Dual system vs moment resisting frame
Dual system vs building frame system
Building frame system vs moment resisting frame
How to design dual system using etabs
Complete design of Dual frame system
Etabs shear wall design
High rise building shear wall design
RCC SHEAR WALL DESIGN FOR DUAL FRAME SYSTEM
Shear wall distinguishes from column if the in plan length to thickness ratio is greater than 4 then it’s a shear wall otherwise column, in practice we use 3 lateral force resisting systems from list of many lateral force resisting systems
1. Moment-resisting frame system: A structural system with an essentially complete space frame providing support for gravity loads. Moment-resisting frames provide resistance to lateral load primarily by flexural action of members.
2. Building frame system: A structural system with an essentially complete space frame providing support for gravity loads. Resistance to lateral load is provided by shear walls or braced frames.
3. Dual system: Resistance to lateral load is provided by shear walls or braced frames and moment-resisting frames (SMRF, IMRF, MMRWF or steel OMRF). The moment-resisting frames shall be designed to independently resist at least 25 percent of the design base shear.
REFERENCE BOOK: DESIGN OF TALL BUILDINGSBUNGALE S.TARANATH
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Modulus of rupture
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