kingnero
Mechanical
- Aug 15, 2009
- 1,780
for instance when calculating bolts for shear stress:
I normally use the average shear stress (tau = F/A) because, in combination with large tensile stresses, the FoS for shear becomes automatically much higher than needed.
When a cylindrical object (bolt) is loaded in pure shear, should I take the max. shear stress into account? (tau = 1.5 F/A) ?
This is for an installation where the FoS needs to be as small as possible because of the extra weight involved.
I need a FoS of (minimal) 3.5 before yielding, and as low a weight as possible.
Application is a bolt in double shear for attachment of a double-working hydraulic cylinder, fatigue not to be considered as it's a first prototype.
I normally use the average shear stress (tau = F/A) because, in combination with large tensile stresses, the FoS for shear becomes automatically much higher than needed.
When a cylindrical object (bolt) is loaded in pure shear, should I take the max. shear stress into account? (tau = 1.5 F/A) ?
This is for an installation where the FoS needs to be as small as possible because of the extra weight involved.
I need a FoS of (minimal) 3.5 before yielding, and as low a weight as possible.
Application is a bolt in double shear for attachment of a double-working hydraulic cylinder, fatigue not to be considered as it's a first prototype.