長さの等しくない鋼域を考慮した放物線材の荷重項係数表 : 材端に長さの等しくない鋼域を考慮した放物線材を含むラーメンの解析(その3)

概要

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The coefficient lists on the term of loading (fixed end moment and horizontal thrust at fixed end) are expressed in the five significant figures with the values of uniform section girders as unit and these are made on the following three conditions. Condition 1 Lengths of rigid zones at both ends are ξ_il'=γ_il=ξ_κl=γ_κl=(0.00〜0.30)l calculated with an interval of 0.02 I. Condition 2 Numbers are given to each six types of working load. Condition 3 No. 5, 6 are made at the load working point α=0.2, 0.3, 0.5. The list on the shearing force at fixed end is omitted since the shearing force can easily be calculated from the fixed end moment shown above and etc. These calculations were made bv comouter HITAC M-180 and microcomouter FM-11.
社団法人日本建築学会の論文
1986-04-30