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  2. Tensionless hitch - Wikipedia

    en.wikipedia.org/wiki/Tensionless_hitch

    Tensionless Hitch, high-strength tie-off, No-Knot: Category: Hitch: Efficiency: 100%: Related: Round turn and two half-hitches, Pipe hitch, Klemheist knot, Tugboat hitch: Releasing: Non-jamming: Typical use: anchor knot: Caveat: The anchor diameter should be at least 8X the rope diameter. [1] Also, the hitch will not stay in place without a ...

  3. Scaffolding - Wikipedia

    en.wikipedia.org/wiki/Scaffolding

    Scaffolding for rehabilitation in Madrid, Spain [1] Scaffolding for renovation on the Virgin Mary statue, Santiago de Chile, Chile.. Scaffolding, also called scaffold or staging, [2] is a temporary structure used to support a work crew and materials to aid in the construction, maintenance and repair of buildings, bridges and all other human-made structures.

  4. Tie rod - Wikipedia

    en.wikipedia.org/wiki/Tie_rod

    A tie rod or tie bar (also known as a hanger rod if vertical) is a slender structural unit used as a tie and (in most applications) capable of carrying tensile loads only. It is any rod or bar-shaped structural member designed to prevent the separation of two parts, as in a vehicle. Tie rods and anchor plates in the ruins of Coventry Cathedral

  5. Hold down (structural engineering) - Wikipedia

    en.wikipedia.org/wiki/Hold_down_(structural...

    A hold-down may also refer to clamping device used to anchor a pipe to a structural steel element or concrete floor or allow movement of the pipe in an axial direction. [1] At the bottom, the hold down is connected to the concrete foundation or structural slab by an embedded or epoxied anchor bolt. At the top, the hold down is connected to a ...

  6. Anchor bend - Wikipedia

    en.wikipedia.org/wiki/Anchor_bend

    The anchor bend is a knot used for attaching a rope to a ring or similar termination. The name is a misnomer , as it is technically not a bend , but a hitch . Origins

  7. Tieback (geotechnical) - Wikipedia

    en.wikipedia.org/wiki/Tieback_(geotechnical)

    The magnitude of total anchor force required in the tieback can be determined by analyzing the soil and groundwater properties as well as sources of external loads applied to the system. [ 2 ] The bond length of the tieback must extend beyond the potential critical failure surface of the soil.

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