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KO50001004-00020004-0014.pdf
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:application/pdf |
Download
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:1.2 MB
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| Last updated |
:Oct 9, 2014 |
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Total downloads since Oct 9, 2014 : 543
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| Title |
| Title |
重ね板梁の挫屈について
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| Kana |
カサネ イタバリ ノ ザクツ ニ ツイテ
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| Romanization |
Kasane itabari no zakutsu ni tsuite
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| Title |
On a mode of buckling of a composite beam
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| Creator |
| Name |
鬼頭, 史城
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| Kana |
キトウ, フミキ
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| Romanization |
Kito, Fumiki
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| Affiliation |
慶應義塾大学教授
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| Affiliation (Translated) |
Prof. of Keiogijuku University
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慶應義塾大学藤原記念工学部
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| Kana |
ケイオウ ギジュク ダイガク フジワラ キネン コウガクブ
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| Romanization |
Keio gijuku daigaku Fujiwara kinen kogakubu
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| Date |
| Issued (from:yyyy) |
1949
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| Physical description |
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| Source Title |
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慶應義塾大学藤原記念工学部研究報告
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| Name (Translated) |
Proceedings of Faculty of Engineering, Keiogijuku University
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| Volume |
2
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| Issue |
4
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| Year |
1949
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| Month |
4
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| Start page |
14(14)
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| End page |
17(17)
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| Abstract |
In this note, a beam composed of two sub-beam is considered. When a transverse load N0 acts on the free end of it, as shown in Fig. 1, the lower sub-beam is subject to compressive stress. So that there may exist a limit to the load N0 beyond which no stable equilibrium is possible. Calculating this critical load N0, we obtained an approximate formula (8), which is very simple.
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| Departmental Bulletin Paper
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