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  • Users: JWB46
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  1. JWB46

    Labyrinth weir design forces

    Any guidance on design forces for a reinforced concrete labyrinth weir would be very much appreciated. I will have data on flow velocities, height of water over weir etc. I know it's a complex subject... Thanks for any help.
  2. JWB46

    Cd & Cm for square section legs

    Hi guys, anyone got a reference for Cd & Cm for square section legs for a small jack up rig ? Thanks.
  3. JWB46

    guyed tower dynamics

    Hi guys (no pun intended) I have been reading up on guyed tower dynamics - lots of literature - excellent treatment given in 'Cable Structures' by Max Irvine. However, when I try to rework his Example 4.3 while my guy stiffness results agree pretty well with his and the mode shapes are exactly...
  4. JWB46

    API RP-2A WSD

    Hi Guys, I've been retired from the oil industry for a few years and now a bit out of touch but having to revive something for a design job. Is API RP-2A WSD still in use generally ? I think the last edition was 21st. Or is everyone using LRFD ? Any comments/ info would be very much...
  5. JWB46

    Gallows brackets UK experience

    Hi guys, Anyone got any experience using gallows brackets in connection with chimney breast removal ? Thanks.
  6. JWB46

    alternative to .EXE files

    Hi Guys, Some ISP's won't allow .EXE files to be sent by e-mail. What's the easiest cheap alternative? Thanks a million.
  7. JWB46

    decompiling .exe files

    Hi guys, If I convert a QBASIC program into an .EXE file how easy is it for someone to decompile it and recover the original code? Thanks for your help.
  8. JWB46

    WRITING AN EXCEL FILE FROM BASIC

    Hi Guys. I want to create files that can be read directly as EXCEL files from a BASIC program running under DOS. What I do right now , for example, is as follows: 1000 OPEN "O",1,A$ + ".RYD" 1005 WRITE #1, "X", "Y", "Z" 1010 WRITE #1, P, Q...
  9. JWB46

    Long term stability of natural slope in soft clay

    Hi guys. The 'textbook' philosophy for short term stabilty assessment of say an embankment is to use a total stress analysis, and to use an effective stress analysis for the long term assessment. Suppose we have a natural slope in soft clay where there is little or no natural drainage. How...
  10. JWB46

    CPT's in peat

    Hi guys, Has anyone experience of CPT's in peat. Field vane tests are known to be unreliable in peat, are CPT's any better? Any help would be appreciated.

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