Tmoose
Mechanical
- Apr 12, 2003
- 5,636
I'm thinking of using four M16 X 100 mm setscrews like studs to bolt a component to a big cast frame in place of the wimpy DIN 6912 drilled head low head caps screws used previously. We'll be using class 10 nuts, and torquing them up like a 10.9 bolt. I'm opting for "studs" because we won't have good control over the grip length in all cases, and I fear that will make using bolts kind of risky in regards to bottoming or thread engagement.
According to the relevant ASTM specs ( F912 and A574 ) the chemistries are similar. The setscrews are going to be a bit harder (45-53 RCH) , compared to the SHCS at 38-43 RCH. The ASTM specs talk about elongation of the SHCS material ( minimum 10%) , but only seem concerned about damaging the teeny internal hex of the set screw.
I'm expecting a call back from HoloKrome tomorrow on this matter.
In the mean time, does anyone see any problems?
thanks
Dan T
According to the relevant ASTM specs ( F912 and A574 ) the chemistries are similar. The setscrews are going to be a bit harder (45-53 RCH) , compared to the SHCS at 38-43 RCH. The ASTM specs talk about elongation of the SHCS material ( minimum 10%) , but only seem concerned about damaging the teeny internal hex of the set screw.
I'm expecting a call back from HoloKrome tomorrow on this matter.
In the mean time, does anyone see any problems?
thanks
Dan T