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Where did these values come from (where are they published), so that I can proove the numbers? Thanks

I am trying to figure out if DIN 975 class 10.9 studs (threaded rod) is equivalent to ASTM A193 B7. I am unable to find any yield and tensile strengths for Din 975 Class 10.9 sutds to be able to compare them to the values published for ASTM A193 B7. Anybody have any links or information to...

I apologize for forgetting the bolt size. I will be using 0.75 bolts. The newer nomenclature (as shown in the Machinery's Handbook for the I-beams are two (2) W 8 X 21 (8" deep, 21 lb/foot) and the other is a S 6 X 12.5 (6" deep by 12.5 lbs. per foot). The standard beam will be bolted under...

I have (2) 8 X 5.25 x 20 WF I-Beams that are 4.5 ft apart. I need to attach a standard 6 X 3.38 X 12.5 I-beam to the bottom of the two wide flange beams. I want to use ASTM A-193 B7 bolts and nuts which have a tensile strength of 125 ksi and a yield of 105 ksi. I would use four (4) bolts per...

Thank you! So technically ANSI B16.5 doesn't exist anymore and ANSI approved the new designation of ASME.

Can anyone provide proof that ANSI B16.5 doesn't exist anymore and should be replaced with ASME B16.5? I know that the words ASME and ANSI are used synonomously with each other but is this correct. Thanks!