Hi. Can anyone help me with my problem
Im using an 8mm 8.8 high tensile bolt and need to know what the breaking strain is of a 16mm long piece. I calculated it as 800N/mm2 (8)which equals 0.09 tons force per mm x 16 =1.44 tons but it will start to deform at 80% (.8) so breaking strain would be 1.152 tons before it starts to bend and 1.44 tons to snap? Am i way off or Correct?
Single, double shear? What is the loading configuration?
Bolt Stress in Tension and Shear per AISC 9th Edition Manual (ASD)
Last edited by Kelly_Bramble; 04-21-2014 at 03:47 PM.