File:NDL1064777 最も実用的な材料力学 part2.pdf
Original file (6,235 × 4,302 pixels, file size: 123.53 MB, MIME type: application/pdf, 100 pages)
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Summary
[edit]最も実用的な材料力学 ( ) | |||||||||||||||||||||||||||
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Author |
巽, 純一, -1944 |
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Title |
最も実用的な材料力学 |
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Publisher |
パワー社出版部 |
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Language | jpn | ||||||||||||||||||||||||||
Publication date |
1942 昭和17 |
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Place of publication | JP | ||||||||||||||||||||||||||
Source |
institution QS:P195,Q477675 |
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Creator InfoField | 巽純一 著 | ||||||||||||||||||||||||||
Publication Place InfoField | 東京 | ||||||||||||||||||||||||||
Subject: NDC InfoField | 501 501.32 | ||||||||||||||||||||||||||
Extent InfoField | 327, 71p ; 22cm | ||||||||||||||||||||||||||
Material Type InfoField | Book | ||||||||||||||||||||||||||
Source Identifier: JPNO InfoField | 46016584 | ||||||||||||||||||||||||||
Date Digitized: W3CDTF InfoField | 2010-03-31 | ||||||||||||||||||||||||||
Audience InfoField | 一般 | ||||||||||||||||||||||||||
Title Transcription InfoField | モットモ ジツヨウテキナ ザイリョウ リキガク | ||||||||||||||||||||||||||
Publisher Transcription InfoField | パワーシャ シュッパンブ | ||||||||||||||||||||||||||
Source Identifier: NDLBibID InfoField | 000000677978 | ||||||||||||||||||||||||||
Call Number InfoField | 501.32-Ta95aウ | ||||||||||||||||||||||||||
Creator Transcription: NDLNA InfoField | タツミ, ジュンイチ | ||||||||||||||||||||||||||
Creator: NDLNAId InfoField | 00083201 | ||||||||||||||||||||||||||
Available: internet InfoField | 2020-09-01 | ||||||||||||||||||||||||||
Contents InfoField | 第2節 彈性曲線の微分方程式/189
第3節 荷重,剪斷力,曲げモーメント,撓角及び撓みの關係/192 第4節 彈性曲線の微分方程式を用ひて梁の撓角及び撓みを求むる例題/197 第5節 テトマイヤー,オイラー兩公式による長柱應力を受ける木構造の設計/274 7. 應用力學用語集/57 |
Licensing
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Date/Time | Thumbnail | Dimensions | User | Comment | |
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current | 23:58, 26 November 2023 | 6,235 × 4,302, 100 pages (123.53 MB) | Wmr-bot (talk | contribs) | 上載《1064777_2.pdf》 |
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Author | |
Keywords | https://commons.wikimedia.org/wiki/Commons:Library_back_up_project |
Conversion program | PyPDF2 |
Encrypted | yes (print:yes copy:no change:no addNotes:no algorithm:AES-256) |
Page size | 2993.25 x 2065.5 pts |
Version of PDF format | 1.7 |