Lily_Linton
Civil/Environmental
Good day fellow engineers
Is there any minimum edge distance consideration for anchor bolt in AS 5216 just like that in American code? Recently, American code got a 4*db or 6*db depending if it was torque or torque. I can't find this version on AS 5216. It just pertaining to Appendix A of the code but it seems like I keep on overlooking this. Australian Steel Institute document for Design of Pinned Column Base Plate got itself a different kind of calculation but I dont know if I can use it.
Is there any minimum edge distance consideration for anchor bolt in AS 5216 just like that in American code? Recently, American code got a 4*db or 6*db depending if it was torque or torque. I can't find this version on AS 5216. It just pertaining to Appendix A of the code but it seems like I keep on overlooking this. Australian Steel Institute document for Design of Pinned Column Base Plate got itself a different kind of calculation but I dont know if I can use it.