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  2. Hewing - Wikipedia

    en.wikipedia.org/wiki/Hewing

    Hewing is the last step in this whole process, which is also collectively referred to as hewing. Hewing is done on the logs sides with a broadaxe. Hewing occurs from the bottom of the stem upwards towards what was the top of the standing tree, reducing the tendency of the broken fibers to migrate inwards towards the eventual beam. [8]

  3. Viga (architecture) - Wikipedia

    en.wikipedia.org/wiki/Viga_(architecture)

    Vigas are wooden beams used in the traditional adobe architecture of the American Southwest, especially in New Mexico.In this type of construction, the vigas are the main structural members carrying the weight of the roof to the load-bearing exterior walls.

  4. American historic carpentry - Wikipedia

    en.wikipedia.org/wiki/American_historic_carpentry

    A double floor is generally used for longer spans and joists, called bridging beams or joists, are supported by other beams called binding beams: the two layers of timbers providing the name double floor. In a double floor there may be two sets of joists, one for the floor above and one for the ceiling below.

  5. Vault (architecture) - Wikipedia

    en.wikipedia.org/wiki/Vault_(architecture)

    Gothic rib vault ceiling of the Saint-Séverin church in Paris Interior elevation view of a Gothic cathedral, with rib-vaulted roof highlighted. In architecture, a vault (French voûte, from Italian volta) is a self-supporting arched form, usually of stone or brick, serving to cover a space with a ceiling or roof.

  6. Cellular beam - Wikipedia

    en.wikipedia.org/wiki/Cellular_beam

    Cellular beam is a further development of the traditional castellated beam. [1] The advantage of the steel beam castellation process is that it increases strength without adding weight, making both versions an inexpensive solution to achieve maximum structural load capacity in building construction .

  7. Conjugate beam method - Wikipedia

    en.wikipedia.org/wiki/Conjugate_beam_method

    This beam has the same length as the real beam and has corresponding supports as listed above. In general, if the real support allows a slope, the conjugate support must develop shear; and if the real support allows a displacement, the conjugate support must develop a moment. The conjugate beam is loaded with the real beam's M/EI diagram.

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