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  2. Uniform Tire Quality Grading - Wikipedia

    en.wikipedia.org/wiki/Uniform_Tire_Quality_Grading

    Uniform Tire Quality Grading, commonly abbreviated as UTQG, is a set of standards for passenger car tires that measures a tire's treadwear, temperature resistance and traction. The UTQG was created by the National Highway Traffic Safety Administration in 1978, a branch of the United States Department of Transportation (DOT). [ 1 ]

  3. Tire tread - Wikipedia

    en.wikipedia.org/wiki/Tire_tread

    Tire tread. The tread of a tire or track refers to the rubber on its circumference that makes contact with the road or the ground. As tires are used, the tread is worn off, limiting its effectiveness in providing traction.

  4. Grade (slope) - Wikipedia

    en.wikipedia.org/wiki/Grade_(slope)

    Slope may still be expressed when the horizontal run is not known: the rise can be divided by the hypotenuse (the slope length). This is not the usual way to specify slope; this nonstandard expression follows the sine function rather than the tangent function, so it calls a 45 degree slope a 71 percent grade instead of a 100 percent. But in ...

  5. UTQG - Wikipedia

    en.wikipedia.org/?title=UTQG&redirect=no

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  6. Bar grip - Wikipedia

    en.wikipedia.org/wiki/Bar_grip

    Willys M38 Jeep with bar grip tyres. Bar grip tyres, or 'NDT' (Non-Directional Tire) in US military parlance, are an early tyre tread pattern developed for off-road use.. Bar grips are characterised by a solid rubber circumferential centre strip, with large solid cleat alternately to either side.

  7. File:UTQG ratings on tire.jpg - Wikipedia

    en.wikipedia.org/wiki/File:UTQG_ratings_on_tire.jpg

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  8. Thread angle - Wikipedia

    en.wikipedia.org/wiki/Thread_angle

    Name Code Angle Profile Standards Most V-threads (including ISO, NPT and UTS) : M 60° DIN 13 / ISO ? / ASME/ANSI ? Whitworth threads: W 55° DIN 49301 / BS ? British standard pipe thread

  9. Depth–slope product - Wikipedia

    en.wikipedia.org/wiki/Depth–slope_product

    The use of the depth–slope product — in computing the bed shear-stress — specifically refers to two assumptions that are widely applicable to natural river channels: that the angle of the channel from horizontal is small enough that it can be approximated as the slope by the small-angle formula, and that the channel is much wider than it is deep, and sidewall effects can be ignored.

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