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#1
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![]() FASTEST RACE GLASS ON THE PLANET "Dick" wrote in message ... Help an old mind come to the correct conclusion G. The situation is (2) steel straps side by side and fully in contact with a bolt hole at each end . One is 4130 with about 80,000 psi tensile and the other a heat treated 4130 to a 124,000 psi tensile strength. Is the combination strength 80,000 or 124,000 or 204,000 psi tensile?? Thanks, Dick GOD NO Tensile strength is stated in PSI per unit area, usually a square inch. If you think about this for a minute, ask the question. How can 2 pieces of metal, one that will carry at most 124KSI, carry 204 KSI if each of them will have failed way before reaching that load?? You can't add them up. You need to look at the applied load, figure the differences in elongation and what it will do to the joint. This isn't particularly hard, you just need to look at the charts and do the math. There are many good books out there...... |
#2
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![]() pbc76049 wrote: FASTEST RACE GLASS ON THE PLANET "Dick" wrote in message ... Help an old mind come to the correct conclusion G. The situation is (2) steel straps side by side and fully in contact with a bolt hole at each end . One is 4130 with about 80,000 psi tensile and the other a heat treated 4130 to a 124,000 psi tensile strength. Is the combination strength 80,000 or 124,000 or 204,000 psi tensile?? Thanks, Dick GOD NO Tensile strength is stated in PSI per unit area, usually a square inch. If you think about this for a minute, ask the question. How can 2 pieces of metal, one that will carry at most 124KSI, carry 204 KSI if each of them will have failed way before reaching that load?? You can't add them up. You need to look at the applied load, figure the differences in elongation and what it will do to the joint. This isn't particularly hard, you just need to look at the charts and do the math. There are many good books out there...... i.e.: pick one material or the other and size it to carry the desired load. Richard |
#3
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The 124 KSI strap will have less elongation than the 80 KSI
strap and will therefore take more of the applied load, with the combination failing much closer to the 124 KSI figure than the collective 204 KSI limit. When the 124 strap fails, the 80 strap will stretch and fail almost instantly. That's how I'd see it, anyway. Dan |
#4
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#5
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![]() Youngs modulus is virtually independent of alloy and heat treat condition. The load vs elongation will be "the same" if they are the same size. I was wondering when someone was going to point this out. The slope of the stress /strain curve is independent of heat treatment. Both stretch the same amount with the same force applied. The stronger stuff just stretches further before it breaks. |
#6
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Thanks ,
That makes much more sense! Cam. Youngs modulus is virtually independent of alloy and heat treat condition. The load vs elongation will be "the same" if they are the same size. I was wondering when someone was going to point this out. The slope of the stress /strain curve is independent of heat treatment. Both stretch the same amount with the same force applied. The stronger stuff just stretches further before it breaks. |
#7
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![]() pbc76049 (removethis) wrote: FASTEST RACE GLASS ON THE PLANET "Dick" wrote in message ... Help an old mind come to the correct conclusion G. The situation is (2) steel straps side by side and fully in contact with a bolt hole at each end . One is 4130 with about 80,000 psi tensile and the other a heat treated 4130 to a 124,000 psi tensile strength. Is the combination strength 80,000 or 124,000 or 204,000 psi tensile?? Thanks, Dick GOD NO Tensile strength is stated in PSI per unit area, usually a square inch. Huh? Tensile strength, like pressure, is stated in units of force per unit area, for example pounds per square inch (PSI). In this context tensile 'strength' is a misnomer, it should be called tensile stress, or more correctly, yield stress in tension or rupture stress in tension. If you want to know how much force it take to to yield (or rupture) a part in pure tension, neglecting the effects of fatigue, stree risers etc, you multiply the tensile strength by the smallest cross-sectional of the piece that is bearing the full load. For a bolt that will be be area at the thread root, but keep in mind that threads are a significant stress riser. Thus if you have a rod with a cross sectional area of one square inch and a yield strength of 100,000 psi then hanging a weight in excess of 50 tons on that rod will yield it. Maybe that is what you meant, but it was not particularly clear. -- FF |
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