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  1. maatjie_mike

    Degraded yield strength of UNS S31803

    Hi All I am completing pipe design calculations using UNS S31803 (65ksi yield) in an operating temperature range of -4F to 250F. I am trying to account for the shift in Young's modulus and yield strength at the elevated temperatures but need some advice. ASME II Part D table Y-1 gives the...
  2. maatjie_mike

    Stresses when lifting a beam

    Hi, The attached picture shows a scenario where a beam with 2 lifting points is lifted by a crane by a chain with 2 legs. My question is: - When considering the beam, is the way I have added the three stresses together correct (Stress_tot)? Kind regards...
  3. maatjie_mike

    Fastener stresses

    Hi, I am doing pretty standard bolt calculations and noticed a difference between the power screw and regular fastener calcs. The fastener situation I have is bolts holding a pressurized pipe flange together (ie. external load is in the same direction as the preload (or rather opposite...

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