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  1. sidneyj

    ASME Section VIII, Div. 1 Appendix 13 Sketch 13-2 (a) (2)

    Mike, That is exactly what I am saying. The two short side plates are of unequal thickness and the two long side plates are of equal thickness. Just the opposite of sketch 13-2(a)(2). How do I solve for bending stresses?
  2. sidneyj

    ASME Section VIII, Div. 1 Appendix 13 Sketch 13-2 (a) (2)

    For sketch 13-2(a)(2) in Appendix 13, if H is larger than h, are the equations for calculating the corner and mid-point bending stresses still vslid? If not, is there a valid modification that can be made to the equations?
  3. sidneyj

    ASME Section VIII, Div. 1 Appendix 13

    Does anyone have an acceptable nozzle reinforcement calculation method for Appendix 13 box headers, where the nozzle inside diameter exceeds one-half of the header inside width?

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