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単純梁の反力可視化模型 Ⅱ の製作

単純梁の反力可視化模型 Ⅱ の製作. 山田研究室 石坂　緑. V B ＝１ｋ N （１０００ N ）. V B ＝－１ｋ N （－１０００ N ）. ∑Y ＝ V A ＋ V B －０．５＋１．０＋０．５－１．０＝０ ∑ M A ＝－１．０ × ０．１１－０．５ × ０．２２＋１．０ × ０．３３－０．３３ V B ＝０ V B ＝０．１１／０．３３＝０．３３３ …. ｋ N V A ＝－０．３３３ …. ｋ N. SPECIAL THANKS 構造研究室の先生方　構造研究室の研究生のみんな.

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単純梁の反力可視化模型 Ⅱ の製作

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  1. 単純梁の反力可視化模型Ⅱの製作 山田研究室 石坂　緑

  2. VB＝１ｋN（１０００N）

  3. VB＝－１ｋN（－１０００N）

  4. ∑Y＝VA＋VB－０．５＋１．０＋０．５－１．０＝０∑Y＝VA＋VB－０．５＋１．０＋０．５－１．０＝０ ∑MA＝－１．０×０．１１－０．５×０．２２＋１．０×０．３３－０．３３VB＝０ VB＝０．１１／０．３３＝０．３３３….ｋN VA＝－０．３３３….ｋN

  5. SPECIALTHANKS 構造研究室の先生方　構造研究室の研究生のみんな

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