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  2. Longeron - Wikipedia

    en.wikipedia.org/wiki/Longeron

    Interior of a Boeing/Stearman PT-17 showing small channel section stringers. In engineering, a longeron or stringer is a load-bearing component of a framework. The term is commonly used in connection with aircraft fuselages and automobile chassis. Longerons are used in conjunction with stringers to form structural frameworks. [1]

  3. Strongback (girder) - Wikipedia

    en.wikipedia.org/wiki/Strongback_(girder)

    A strongback is a beam or girder which acts as a secondary support member to an existing structure. A strongback in a staircase is usually ordinary two-by dimensional lumber attached to the staircase stringers to stiffen the assembly.

  4. Deck railing - Wikipedia

    en.wikipedia.org/wiki/Deck_railing

    In between the posts, two 2x4s are attached to the posts with screws for the best connection. The lower board is placed 3.5" from the top of the finish deck to the bottom of the board. The top board is placed with the top at 35" from the deck. Then the vertical 2x2 pressure treated wood balusters are installed spaced regularly every 3.5". Then ...

  5. Formwork - Wikipedia

    en.wikipedia.org/wiki/Formwork

    Some systems combine stringers and supports into steel or aluminum trusses. Yet other systems use metal frame shoring towers, which the decks are attached to. Another common method is to attach the formwork decks to previously cast walls or columns, thus eradicating the use of vertical props altogether.

  6. Girder bridge - Wikipedia

    en.wikipedia.org/wiki/Girder_bridge

    The deck includes any road lanes, medians, sidewalks, parapets or railings, and miscellaneous items like drainage and lighting. The supporting structure consists of the steel or concrete system supporting the deck. This includes the girders themselves, diaphragms or cross-braces, and (if applicable) the truss or arch system.

  7. Tacoma Narrows Bridge (1950) - Wikipedia

    en.wikipedia.org/wiki/Tacoma_Narrows_Bridge_(1950)

    Next, a series of eight 18-inch-deep (46 cm) I-beam "stringers" were installed (positioned longitudinally). This was the final steelwork step involved, and the deck was soon raised 1 foot 6 inches (0.46 m) on each corner to attach the suspender cables and their "jewels" [clarification needed] to the vertical stiffening truss members.

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