Beam (architecture)

Definition and stakes

A. Freeman Smith,  English Church Architecture of the Middle Ages…

“ Plate X., Fig. 4, is a trussed rafter roof requiring no purlins nor principal—each common rafter is a truss. This kind of roof is suitable{68} only to small spans; its weakest part is from a. to b.
In the roof-truss, or principal, the Gothic architects objected to the tie-beam as an obstruction to the sense of loftiness, so desirable in the church interior, and therefore invented the hammer-beam principal (Plate X., Fig. 7) , which resembles a Queen-post-truss, having a collar and King post. The hammer-beams (h.b.) are substitutes for the tie-beam.
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Source: Gutenberg

John Cargill Brough,  The fairy tales of science (1857)

“ It therefore appears that the main strength of a beam consists in its power to resist compression and extension, and that the middle is comparatively useless, so that to obtain the greatest amount of strength, the given quantity of material to be used should be accumulated at the top and bottom, where the strain is greatest; or, in plain terms, the middle of the beam, whether of wood or iron, should be bored out. All iron girders, all beams in houses—in fact all things in domestic or naval architecture that bear weight—are subject to the same law. ”
Source: Wikisource

Portrait of Philip Schaff Philip Schaff,  Nicene and Post-Nicene Fathers… (1885)

“ And at times an edifice of modern architecture is supported by the strength of a single ancient beam. Are we then to place ourselves in opposition to those who rightly use what is old in building up what is new? Are we to say, You are not allowed to transfer the materials of the old house to the new, unless you join each beam to its beam, each stone to its stone, unless you make a portico of what was a portico before, a chamber of what was a chamber ”
Source: Wikisource

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