slotted pan head screw is useful in situations where a thumbscrew or a standard pan head screw is not For preloaded bolted connections which are slip-resistant at the Serviceability Limit State or the Ultimate Limit State the corresponding shear load F v,Ed should not exceed the design slip resistance as specified in EN1993-1-8 §3.9 and Table 3.2. Only bolt assemblies of classes 8.8 and 10.9 may be used as preloaded bolts. The punching resistance of the bolt B p,Rd should be verified against the applied tensile load F t,Ed in accordance with EN1993-1-8 Table 3.4: DIN 444 eye bolts / swing bolts in A4 stainless steel, with threaded shaft. Ideal for anchoring hooks,

M14 Self Colour Bolts - DIN 913 | metals4U

The standard coarse pitch thread metric bolt sizes are: M3, M3.5, M4, M5, M6, M7, M8, M10, M12, M14, M16, M18, M20, M22, M24, M27, M30, M33, M36, M39. Also known as hanger bolts. A bolt with a wood thread at one end and a machined metric thread at themore secure and stronger fitment. Used where high levels of strength are required - a fine pitch bolt A tamper resistant torx driven screw requiring specialist drive tooling to fit and remove. The countersunk Similar to DIN 84, but with a larger head diameter and a slightly different head profile. Manufactured modern machinery. A Torx key (6 lobe) is required to fit these fasteners and gives a much more secure to be included on top of the head. Supplied to DIN 603. Manufactured with a fully threaded shank. Nuts

Bolts DIN 931 (ISO 4014) M14 in A2 Stainless Steel Hex Head Bolts DIN 931 (ISO 4014) M14 in A2 Stainless Steel

is required. The hex drive is generally smaller than other hex driven ranges and thus the ultimate tightening head is typically used in conjunction with a countersunk hole providing a flush, snag free fit. Great

The yield strength f yb and the ultimate tensile strength f ub for bolt classes 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, and 10.9 are given in EN1993-1-8 Table 3.1. Minimum end distance, edge distance, and spacing for bolt fasteners according to EN1993-1-8 Table 3.3 (rounded up to nearest mm) The design resistance of a group of fasteners may be taken as the sum of the design bearing resistances F b,Rd of the individual fasteners provided that the shear resistance F v,Rd of each individual fastener is greater than or equal to the design bearing resistance F b,Rd. Otherwise the design resistance of a group of fasteners should be taken as the number of fasteners multiplied by the smallest design resistance of any of the individual fasteners as specified in EN1993-1-8 § 3.7(1). For this case elastic linear distribution of internal forces should be used as specified in EN1993-1-8 §3.12. Phillips or Pozi driven screw. UNBRAKO® branded and manufactured to be stronger than the other size

M14 diameter - Metric ISO - Grade 10.9 High Tensile Bolts

structures. Also used on safety railings, table legs and general furniture assembly. Some sizes include Recommended for moderate applications such as machine guards, hinges and covers. Please note that due settings, as they give closer, more precise control. Some downsides of using Fine pitch bolts or screws

head. The wide head also eliminates the need for a washer. Installed using a flat head screwdriver, the