![]() ![]() (b) For oversized and short-slotted holes parallel to the direction of the load (a) For standard size and short-slotted holes perpendicular to the direction of the Safety factors depend on Hole Type (chapter J3.2): Subject to slip shall be prepared to achieve design slip resistance. When slip-critical bolts pass through fillers, all surfaces Slip-critical connections (chapter J3.8) shall be designed to prevent slip and for the limit states ofīearing-type connections. It is possible to override the value in Nominal Shear Strength characteristic: Nominal Shear Strength by default is taken 56.3% or 45% of the minimum tensile strength of bolts (Table J3.2). It is possible to override the value in Nominal Tensile Strength characteristic: Nominal Tensile Strength by default is taken 75% of the minimum tensile strength of bolts (Table J3.2). It is possible to override it in Minimum fastener tension characteristic: The Minimum fastener tension force by default is taken as 70% of the minimum tensile strength of bolts (Table J3.1 and J3.1M). Threaded parts meeting the requirements of Section A3.4, ![]() When threads are not excluded from shear planes Set No if property excludes thread, Yes - when includes: User can override bolt diameter using characteristic (keep 0 to use from the model).Ĭharacteristic Bolt Area Include Thread influence on Nominal Shear Strength (Table J3.2). Nominal Bolt Diameter is taken as the radius of the line (beam) element by default. To add AISC 360-10 Bolts standard execute Standard - AISC - AISC 360-10 Bolts (14 th, 2010) from the main menu:
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