PSSC
Mechanical
- Feb 11, 2008
- 63
I have a copy of some calculations done by another engineer.
Anytime I can get calculations to look and learn from I try to get most I can from it.
I have a lot of respect for this engineer, and sadly he has passed away since the calculations were done so I can't ask him about this.
So I hope some one here can answer a question I have.
The calculation was using AISC 9the Ed Table J3.3 for Allowable Tension Stress Ft.
Here is what I am confused about.
for A325 from the table.
The calcs I am looking at show this;
Ft = [sqrt((44000^2)-4.39fv^2)]*area
The area is of the bolt.
fv is the shear stress on the bolt (psi).
I thought that the 44000 was psi, and (fv) was in psi so if you multiply by the area of the bolt you were getting a force.
The calcs then compare Ft to actual tension stress(ft) which is a psi.
So was multiplying by the area a mistake or am I missing something?
Thanks
Anytime I can get calculations to look and learn from I try to get most I can from it.
I have a lot of respect for this engineer, and sadly he has passed away since the calculations were done so I can't ask him about this.
So I hope some one here can answer a question I have.
The calculation was using AISC 9the Ed Table J3.3 for Allowable Tension Stress Ft.
Here is what I am confused about.
for A325 from the table.
The calcs I am looking at show this;
Ft = [sqrt((44000^2)-4.39fv^2)]*area
The area is of the bolt.
fv is the shear stress on the bolt (psi).
I thought that the 44000 was psi, and (fv) was in psi so if you multiply by the area of the bolt you were getting a force.
The calcs then compare Ft to actual tension stress(ft) which is a psi.
So was multiplying by the area a mistake or am I missing something?
Thanks