単純梁の反力可視化模型
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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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2889807

単純梁の反力可視化模型Ⅱの製作

山田研究室

石坂 緑


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VB=1kN(1000N)


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VB=-1kN(-1000N)


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∑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


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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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