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The rudiments of architecture and building, for the use of architects, builders, draughtsmen, machinists, engineers, and mechanics (1872)

Bullock, John · Philadelphia, H.C. Baird & Co. · leaf 344

An illustration from The rudiments of architecture and building, for the use of architects, builders, draughtsmen, machinists, engineers, and mechanics, 1872, leaf 344
istance R,and the weight of the wall w, then R = wXEH. EH willbe directly as E B, the proportions of the wall being con-stant ; therefore a wall of triangular section will afford moreresistance than a rectangular one of equal sectional area,the base of a triangle being twice that of a rectangle… … ART OF BUILDING. 321 mass incapable of fracture,this form would offer more re-sistance than the triangular.But, as this is not the case,we may consider any portionof the wall cut off from thebottom by a level line tobe a distinct wall resting uponh b the lower part as a foundation. Imagine A e b to…

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