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The externally applied moment is divided among each column and beam by its stiffness (stiffness ratio). It is the same whether you proportionally distribute it using stiffness = moment of inertia / length, or stiffness ratio = stiffness / any stiffness. Stiffness ratio is easier to calculate because the numbers are simpler. [Structural Mechanics Marathon] → https://mikao-investor.com/structural... Structural Video Series → https://mikao-investor.com/youtubemen... Past videos at Mikao Architecture Center → https://mikao-investor.com/ Mikao Harada's Blog → https://plaza.rakuten.co.jp/mikao/ Mikao Harada: Graduated from the University of Tokyo's Department of Architecture, completed the Master's program at the same university's Graduate School, and left with a PhD. Runs an architectural firm in his 20s and 30s, is a real estate investor (6 apartment buildings, 12 houses), and currently teaches at Tokyo Kasei Gakuin University's Department of Life Design. Has published approximately 20 books on architecture and holds a first-class architect and real estate license.

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