Modern buildings : their planning, construction and equipment (1905)
Middleton, G. A. T. (George Alexander Thomas) · London : Caxton Publishing Company, Limited · leaf 173
two girders supporting the face wall and coming \ 12 12 / I2V r ’ upon the stanchion on opposite sides of it, and 10 tons = 337- from a girder supporting the floor (see Fig. 173). The Y2 = -“-= 13-35‘ stanchion has thus a total load of no tons, of which 10 25-25 tons is an eccentric load. A section… … in Chapter VIII., the approximate value of r=.3D = whence, from the table at the end of Chapter VIII. l 168 the safe load = 4.5 tons per square inch ; and the 3.6 inches; whence - = -^-^ = 46.6; and from the table necessary area = 24. 2 square inches. at the end of Chapter VIII. the safe load = 5…
Building · Architecture
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