File:NDL978901 鉄塔と其設計 part1.pdf
Original file (5,956 × 4,245 pixels, file size: 58.89 MB, MIME type: application/pdf, 100 pages)
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Summary
[edit]鉄塔と其設計 ( ) | |||||||||||||||||||||||||||
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Author |
岡, 義明, 電気工学 大元, 政一郎 |
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Title |
鉄塔と其設計 |
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Series title | オーム社叢書 ; 第3巻 | ||||||||||||||||||||||||||
Publisher |
オーム社 |
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Language | jpn | ||||||||||||||||||||||||||
Publication date |
1925 大正14 |
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Place of publication | JP | ||||||||||||||||||||||||||
Source |
institution QS:P195,Q477675 |
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Creator InfoField | 岡義明, 大元政一郎 著 | ||||||||||||||||||||||||||
Publication Place InfoField | 東京 | ||||||||||||||||||||||||||
Subject: NDC InfoField | 544 | ||||||||||||||||||||||||||
Extent InfoField | 227p ; 22cm | ||||||||||||||||||||||||||
Material Type InfoField | Book | ||||||||||||||||||||||||||
Source Identifier: JPNO InfoField | 43043212 | ||||||||||||||||||||||||||
Date Digitized: W3CDTF InfoField | 2009-03-31 | ||||||||||||||||||||||||||
Audience InfoField | 一般 | ||||||||||||||||||||||||||
Title Transcription InfoField | テットウ ト ソノ セッケイ | ||||||||||||||||||||||||||
Series Title Transcription InfoField | オームシャ ソウショ ; 3 | ||||||||||||||||||||||||||
Publisher Transcription InfoField | オームシャ | ||||||||||||||||||||||||||
Source Identifier: NDLBibID InfoField | 000000590551 | ||||||||||||||||||||||||||
Call Number InfoField | 520-17-(3) | ||||||||||||||||||||||||||
Creator Transcription: NDLNA InfoField | オカ, ヨシアキ オオモト, セイイチロウ | ||||||||||||||||||||||||||
Creator: NDLNAId InfoField | 00273438 00656992 | ||||||||||||||||||||||||||
Contents InfoField | 標題
22 電線自身の重量のみを支持するものとして或る安全係數を與へて最低温度に於ける弛度を定めたる場合同一温度にて氷雪及風壓の爲め電線に荷重加はりたる場合の弛度及張力/57 50 可撓鐵塔設計/211 |
Licensing
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Date/Time | Thumbnail | Dimensions | User | Comment | |
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current | 15:17, 21 November 2023 | 5,956 × 4,245, 100 pages (58.89 MB) | Wmr-bot (talk | contribs) | 上載《978901_1.pdf》 |
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Short title | |
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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 | 2859.75 x 2038.5 pts |
Version of PDF format | 1.7 |