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  1. Jonnox

    Vertical force at the fixed end if bending moment is applied to the free end on a cantilever beam

    Thank you for your reply's, So let me know if I'm getting this correct............ The first bolt will have a load going through in the vertical direction equal to that of Fz. So 500N only?? Does the bending moment not apply anymore force through this bolt? The second bolt will have a load...
  2. Jonnox

    Vertical force at the fixed end if bending moment is applied to the free end on a cantilever beam

    Hi Dave, Thank you for your response. I will go into detail a little bit more so you understand my true problem. I have a beam that has both a vertical force on the free end and a bending moment (or so I am being told) and I was wondering the best way to assess the problem. Hopefully find...
  3. Jonnox

    Vertical force at the fixed end if bending moment is applied to the free end on a cantilever beam

    Hi All, quick question, I have a situation where i have a cantilever beam and i have been told that on the free end there is a bending moment load only of 1000 Nm and the overall length of the beam is 2 m. What would the vertical load be on the fixed end?? Best Regards JonnoxVertical force at...
  4. Jonnox

    Basic Pipe Stress Question

    Hi All, Thanks for your reply's very help information!!! I know not to ignore the other stress just wanted to single this one out and complete understand it. I do now, thanks again all. Best Regards Jonnox
  5. Jonnox

    Basic Pipe Stress Question

    I have a pipe welded to a large heavy base and the other side is capped off. If I neglect all other stresses other than the tensile stress in the cross sectional area of the pipe due to the pipe end being capped, what would it be??? I'm no expert by any means but just trying to get my head...
  6. Jonnox

    PD5500 Conical Ends Greater than 60¦

    Hi All, I was just wondering what rules to design too if my conical end half angle at the apex is greater than 60° as stated in PD5500. If there's anything in PD5500 that's great if not i would be happy to look at other codes. Best Regards Jonno
  7. Jonnox

    Design Curves for Unpierced Dished Ends (PD5500 Figure 3.5-2)

    Hi Chicopee, I think i will be able to get excel to look up the correct range depending on the value of p/f. I was hoping the second part to your post wasn't agreeing with the amount of work required!! :-( [sad] Oh well here goes the time consuming part, wish me luck! Best Regards Jonnox
  8. Jonnox

    Design Curves for Unpierced Dished Ends (PD5500 Figure 3.5-2)

    Hi Roca, Thank you for your reply this does help. My only other thing is if i want to calculate this automatically this would mean i have to note a lot of points down and then get excel to pick the correct range to look from??? and then use logarithmic interpolation to get the values in...
  9. Jonnox

    Design Curves for Unpierced Dished Ends (PD5500 Figure 3.5-2)

    Hi All, Regarding the title of this post i was wondering if anyone has ever wrote a formula for the graph as I'm using it a lot and it would be great help to have it automated on my spread sheet rather than having to pull out this graph all the time. Or Does anyone one know how to formulate...
  10. Jonnox

    Nozzle Reinforcement (Area Replacement Method) to BS EN 14015:2004

    Hi All, I am currently working my way through the BS EN 14015 standard and creating my own calculation sheet so i and my company can understand what we manufacture better. I am comparing my calculations to a third parties calculation sheet which they send to us for each tank we manufacture...

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