Iasonasx
Structural
- Jun 18, 2012
- 119
I wonder, with a grade 250 steel why ANSI/ASTM A 416 - 74 on page 384 we get breaking point well before the yield point. I never worked on this subject before but I just wonder if there is some important safety factor that is already incorporated. For example, the 1/4" cable is suggested to break at 9,000 lbf. If we simply apply the cross-sectional area of that and multiply it by 250 kips we get 12,271 lbf for yield, let alone breaking. Not only we disregard all the plastic region but a serious portion of the elastic region of the material. Could someone please give me some insights on this? Thanks!
