shear strength
shear strength
(OP)
Okay, now I am going back to strength of materials days!
Let’s say that we have a 3/4 inch diameter rod. (Fy = 36 ksi, and Fu 58 ksi). AISC allows shear strength to be 0.4Fy.
My questions are:
1. What is the safety factor that the AISC uses for the allowable shear?
2. For A36 to shear, from my early college days and Mohr’s circle, steel will shear before it reaches its yield strength. Am I correct?
I would appreciate any updates on this.
Lutfi
Let’s say that we have a 3/4 inch diameter rod. (Fy = 36 ksi, and Fu 58 ksi). AISC allows shear strength to be 0.4Fy.
My questions are:
1. What is the safety factor that the AISC uses for the allowable shear?
2. For A36 to shear, from my early college days and Mohr’s circle, steel will shear before it reaches its yield strength. Am I correct?
I would appreciate any updates on this.
Lutfi





RE: shear strength
RE: shear strength
What's the real problem? Could you explain? I think that you wanna use it for bracing, isn't it?
See You,
ERKAN
RE: shear strength