The Architects And Builders Pocket book a Handbook for Architects Structural
The Architects And Builders Pocket book a Handbook for Architects Structural
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In our eReader you can find the full English version of the book. Read The Architects And Builders Pocket book a Handbook for Architects Structural Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book The Architects And Builders Pocket book a Handbook for Architects Structural
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To quickly assess the difficulty of the text, read a short excerpt:
6:-= ^=53. 3. R 3. 6 As this is less than 90, we should not use formula (11), but mul- tiply the area of the column by the allowable strain per sq. Inch, which for such a large section may safely be taken at 13, 000 Ibs. Then 29. 64x13, 000 = 385, 320 Ibs. = safe 'load.
Eccentric Loads.
Where columns are used in tiers, one above another, the beams and girders which they support must necessarily rest on brackets or pintle-plates, beyond the centre of the column.
Such methods of connection necess...arily produce a moment tend- ing to bend the column. When the same load is applied to op- posite sides of the column, the moments produced by the loads will offset each other, and the centre of stress may be considered as coinciding with the axis. Whenever a beam, however, is attached to a column without a corresponding load on the oppo- site side, the load will be "eccentric, " and the area of the column should be correspondingly increased, especially if strains as high as 14, 000 Ibs. Per sq. Inch are permitted.
What to read after The Architects And Builders Pocket book a Handbook for Architects Structural?
You can find similar books in the "Read Also" column, or choose other free books by Frank Eugene Kidder to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
6:-= ^=53. 3. R 3. 6 As this is less than 90, we should not use formula (11), but mul- tiply the area of the column by the allowable strain per sq. Inch, which for such a large section may safely be taken at 13, 000 Ibs. Then 29. 64x13, 000 = 385, 320 Ibs. = safe 'load.
Eccentric Loads.
Where columns are used in tiers, one above another, the beams and girders which they support must necessarily rest on brackets or pintle-plates, beyond the centre of the column.
Such methods of connection necess...arily produce a moment tend- ing to bend the column. When the same load is applied to op- posite sides of the column, the moments produced by the loads will offset each other, and the centre of stress may be considered as coinciding with the axis. Whenever a beam, however, is attached to a column without a corresponding load on the oppo- site side, the load will be "eccentric, " and the area of the column should be correspondingly increased, especially if strains as high as 14, 000 Ibs. Per sq. Inch are permitted.
What to read after The Architects And Builders Pocket book a Handbook for Architects Structural?
You can find similar books in the "Read Also" column, or choose other free books by Frank Eugene Kidder to read onlineMoreLess
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