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  2. DIN 1025 - Wikipedia

    en.wikipedia.org/wiki/DIN_1025

    DIN 1025 is a DIN standard which defines the dimensions, masses and sectional properties of hot rolled I-beams.. The standard is divided in 5 parts: DIN 1025-1: Hot rolled I-sections - Part 1: Narrow flange I-sections, I-serie - Dimensions, masses, sectional properties

  3. I-beam - Wikipedia

    en.wikipedia.org/wiki/I-beam

    The designation for each is given as the approximate height of the beam, the type (beam or column) and then the unit metre rate (e.g., a 460UB67.1 is an approximately 460 mm (18.1 in) deep universal beam that weighs 67.1 kg/m (135 lb/yd)).

  4. Beam diameter - Wikipedia

    en.wikipedia.org/wiki/Beam_diameter

    Five definitions of the beam width are in common use: D4σ, 10/90 or 20/80 knife-edge, 1/e 2, FWHM, and D86. The beam width can be measured in units of length at a particular plane perpendicular to the beam axis, but it can also refer to the angular width, which is the angle subtended by the beam at the source.

  5. Section modulus - Wikipedia

    en.wikipedia.org/wiki/Section_modulus

    b = width, h = height, t = wall thickness [1] For the two flanges of an Ɪ-beam with the web excluded = + b 1, b 2 = width, t 1, t 2 = thickness, y 1, y 2 = distances from the neutral axis to the centroids of the flanges respectively. [18] For an I Beam including the web

  6. Structural steel - Wikipedia

    en.wikipedia.org/wiki/Structural_steel

    A set of Euronorms define the shape of a set of standard structural profiles: European I-beam: IPE – Euronorm 19-57; European I-beam: IPN – DIN 1025-1; European flange beams: HE – Euronorm 53-62; European channels: UPN – DIN 1026-1; European cold formed IS IS 800-1

  7. Section beam - Wikipedia

    en.wikipedia.org/wiki/Section_beam

    Section Beams are made of steel and they have a specific lengths and shapes like Ɪ-beam, 'L', C-channel and I flanged beam. These types of section are usually used in steel structures and it is common to connect them with plates of steel.

  8. Rail profile - Wikipedia

    en.wikipedia.org/wiki/Rail_profile

    Height of rail equaled width of foot for each ASCE tee-rail weight; and the profiles specified fixed proportion of weight in head, web and foot of 42%, 21% and 37%, respectively. ASCE 90 lb/yd (44.6 kg/m) profile was adequate; but heavier weights were less satisfactory.

  9. Slenderness ratio - Wikipedia

    en.wikipedia.org/wiki/Slenderness_ratio

    Structural engineers generally consider a skyscraper as slender if the height:width ratio exceeds 10:1 or 12:1. Slim towers require the adoption of specific measures to counter the high strengths of wind in the vertical cantilever , like including additional structures to endow greater rigidity to the building or diverse types of tuned mass ...

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