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The American Institute of Steel Construction 13th Edition Steel Design Manual section 16.1 chapter J-3 specifies the requirements for bolted structural connections. [9] Structural bolts replaced rivets due to the decreasing cost and increasing strength of structural bolts in the 20th century.
A study of the effect of torquing two samples, one lubricated and the other unlubricated, 1/2 in.- 20 UNF bolts to 800 lb-in, produced the same mean preload of 7700 lbf. The preloads for the unlubricated bolt sample had a standard deviation from the mean value of 1100 lbf, whereas the lubricated sample had a standard deviation of 680 lbf.
The screw itself should be drilled a minimum of 1" into the concrete to hold effectively and a maximum of 1-3/4" or the threads will wear and will lose holding power. Ideally 1-1/4" to 1-1/2" of screw thread in the concrete. [1] So for example, if a 1/2" board is being screwed onto the concrete, a 1-3/4" to 2" concrete screw should be used ...
For example, factory and aftermarket receivers using the Remington 700 footprint are produced with various types of action threads, all with a 26.99 mm (1 + 1 ⁄ 16 in) diameter, but with a pitch of either a 1.588 mm (16 TPI, Remington standard), 1.411 mm (18 TPI) or 1.270 mm (20 TPI, Savage standard).
ASTM A325 is an ASTM International standard for heavy hex structural bolts, titled Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength. It defines mechanical properties for bolts that range from 1 ⁄ 2 to 1 + 1 ⁄ 2 inches (13 to 38 mm) in diameter. [1]
DIN 18800-1: Steel structures – Part 1: Design and construction: Withdrawn: DIN EN 1993 DIN EN 1090: DIN 18800-2: Steel structures – Part 2: Analysis of safety against buckling of linear members and frames: Withdrawn: DIN EN 1993: DIN 18800-3: Steel structures – Part 3: Analysis of safety against buckling of plates: Withdrawn: DIN EN 1993 ...
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