The Architects And Builders Pocket book a Handbook for Architects Structural

Cover The Architects And Builders Pocket book a Handbook for Architects Structural
The Architects And Builders Pocket book a Handbook for Architects Structural
Frank Eugene Kidder
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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.

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