Question for you guys, something I've confused myself about.
For the following example for a bolt in single shear, say our bolt shear allowable is Tau(ave) + 1.
Does the bolt fail? The formula only gives us average shear stress, so the peak shear stress must be greater than average shear + 1 .
For the following example for a bolt in single shear, say our bolt shear allowable is Tau(ave) + 1.
Does the bolt fail? The formula only gives us average shear stress, so the peak shear stress must be greater than average shear + 1 .
