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Contents Moment Drift at L At mid height of the Building Moment Drift at L/2 Moment of Inertia of Core (I) Parameter S is a function of flexural rigidities of the core Parameter S is a function of flexural rigidities of the column Aplha (α) Beta (β) Factor B Factor C (T) Axial Force in any column at Height x The horizontal drift at the top of the building The base moment Calculate the efficiency of the outrigger system based on top drift and base moment
- Author
- Afzal Waseem
- Language
- EN