Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 201
otcustomary to figure the beams in such cases by the theory apply-ing to steel imbedded simply in the tension side of concrete. Foot-ings of this character are employed sometimes and their designwill be taken up later. 163 156 STEEL CONSTRUCTION Cantilever Foundations. The case of cantilever… … F/^ /SS.fulcrum to column at opposite end of cantilever. Then the loadon fulcrum is ? . The distance a should be taken so that 0 the fulcrum can be at the center of the footing and still keepwithin the party lines. Sometimes this cannot be done, and thenthe footing has to be designed to take…
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