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2. I-joist - Wikipedia

   en.wikipedia.org/wiki/I-joist

   A similar situation occurs where the I-joist crosses a main beam. Installing squash blocks (2×4 materials 1 ⁄ 16 in or 1.6 mm higher than the I-joist) alongside the I-joists transfers the load from the I-joist onto the beam. Missed nails and glue setting too fast can lead to an uneven or squeaky floor.

3. I-beam - Wikipedia

   en.wikipedia.org/wiki/I-beam

   This observation is the basis of the I-beam cross-section; the neutral axis runs along the center of the web which can be relatively thin and most of the material can be concentrated in the flanges. The ideal beam is the one with the least cross-sectional area (and hence requiring the least material) needed to achieve a given section modulus.

4. Open web steel joist - Wikipedia

   en.wikipedia.org/wiki/Open_web_steel_joist

   The LH- and DLH-Series have been designed for the purpose of extending the use of joists to spans and loads in excess of those covered by Open Web Steel Joists, K-Series. LH-Series Joists have been standardized in depths from 18 inches (460 mm) through 48 inches (1,200 mm), for spans through 96 feet (29,000 mm).

5. Span (engineering) - Wikipedia

   en.wikipedia.org/wiki/Span_(engineering)

   In engineering, span is the distance between two adjacent structural supports (e.g., two piers) of a structural member (e.g., a beam). Span is measured in the horizontal direction either between the faces of the supports (clear span) or between the centers of the bearing surfaces (effective span): [1] A span can be closed by a solid beam or by ...

6. Influence line - Wikipedia

   en.wikipedia.org/wiki/Influence_line

   Figure 1: (a) This simple supported beam is shown with a unit load placed a distance x from the left end. Its influence lines for four different functions: (b) the reaction at the left support (denoted A), (c) the reaction at the right support (denoted C), (d) one for shear at a point B along the beam, and (e) one for moment also at point B. Figure 2: The change in Bending Moment in a ...

7. Plate girder bridge - Wikipedia

   en.wikipedia.org/wiki/Plate_girder_bridge

   Generally, the depth of the girder is no less than 1 ⁄ 15 the span, and for a given load bearing capacity, a depth of around 1 ⁄ 12 the span minimizes the weight of the girder. Stresses on the flanges near the centre of the span are greater than near the end of the span, so the top and bottom flange plates are frequently reinforced in the ...

8. AOL Mail

   mail.aol.com

   Get AOL Mail for FREE! Manage your email like never before with travel, photo & document views. Personalize your inbox with themes & tabs. You've Got Mail!

9. Royal Engineers bridging and trackway equipment - Wikipedia

   en.wikipedia.org/wiki/Royal_Engineers_bridging...

   Long Span Equipment (LSE) The Long Span Equipment enables a bridge with a greater load capacity to be constructed. The bridge is constructed using standard BR90 components and then a link reinforcing system is added allowing about 3x the weight to be carried. 2 x extra Bridging Vehicles (BV) are required to transport the long span components.