These cookies ensure basic functionalities and security features of the website, anonymously. It does not store any personal data.Necessary cookies are absolutely essential for the website to function properly. The cookie is set by the GDPR Cookie Consent plugin and is used to store whether or not user has consented to the use of cookies. The cookie is used to store the user consent for the cookies in the category "Performance". This cookie is set by GDPR Cookie Consent plugin. The cookies is used to store the user consent for the cookies in the category "Necessary". The cookie is used to store the user consent for the cookies in the category "Other. The cookie is set by GDPR cookie consent to record the user consent for the cookies in the category "Functional". The cookie is used to store the user consent for the cookies in the category "Analytics". Necessary cookies are absolutely essential for the website to function properly. For different arrangements the bearing resistance should be calculated using the expression in Table 3.4 of BS EN, with d as the nominal diameter of the blind bolt.Ĭombined tension and shear should satisfy the following equation: The quoted bearing resistances assume k 1 = 2.5 and α b = 1.0. These design resistances are suitable for design to BS EN 1993 and can be compared directly with design loads. Bearing resistances should be calculated from BS EN, Table 3.4, taking d as the nominal diameter of the bolt. These are design values for use with BS EN, and a partial safety factor of γ M2 = 1.25 has already been applied. High Tensile Hot Dip Galvanised Blind Bolt - Design to BS EN
0 kommentar(er)
