Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations pierreick on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by spike

  1. spike

    1997 UBC SEISMIC CODE

    In formula (32)the base shear is computed using a ratio of hx/hr. hx is defined as the attachment elevation with respect to grade of the element or component while hr is defined as the structure roof elevation above grade. What does this mean? If the unit is a hvac unit five feet above grade...
  2. spike

    vibration/octave band center frequency

    Thanks for your reply TTFN. The problem is that I do not know who developed the chart. This chart apparently has been passed down from about five different parties before being sent to us, the OEM. We had been asked to generate a response by March 23.
  3. spike

    vibration/octave band center frequency

    I have received a chart which is supposed to be a vibration reading. The y axis is labeled vibration velocity (mms), the x axis is labeled as "one twelfth octave band centre frequency (Hz)". I do not have a clue as to how to interpret the x axis. I am used to this axis being labeled as Hertz or...
  4. spike

    vibration readings/octave center frequency

    I have received a chart which is supposed to be a vibration plot. The y axis is labeled vibration velocity in mms. The x axis is labeled "One twelfth octave band centre frequency (Hz)". I do not have a clue as to how to interpret the horizontal axis. I am used to seeing this axis as Hz. or CPM...
  5. spike

    Seismic Design/Richter scale

    We have an inquiry to furnish the design of a piece of equipment to withstand a 7.0 to 7.3 earthquake based on the Richter Scale. Any ideas as to how the design forces could be calculated when a building code procedure is not the basis?
  6. spike

    bearing tester results meaning

    We have received some bearing tester data that was taken on our fan bearing. The readings were in the dbm 40 & dbc 21 range. dbm was defined as max shock value in decibels, and dbc as average shock value in decibels. I do not know what "tester" was used. I do not have a clue as to what these...
  7. spike

    Sandwich design of composite panels

    Does anyone know of a method to calculate the stresses and deflections for a sandwich type panel with edge loading in a beam type problem? Normally, the panels have fiberglass facings top and bottom with a honeycomb core, and the loading is normal to the facing, similar to a floor panel. In the...
  8. spike

    non linear analysis of thin plates with large displacement

    I am looking for some example problems of thin plates that have large displacements due to non linear behavior. Anybody know where I can find some?
  9. spike

    Holes for circuits in tube sheets

    The Code we use is Section VIII Boiler/Pressure Code.
  10. spike

    Holes for circuits in tube sheets

    We use rectangular tube sheets for use in pressure vessels. The sheet thickness ranges from 1/2 inch to 1 inch. There are numerous holes in the plate for passage of the circuit tubes. Hole diameters range from 3/4 inch to 1.05 inches.Are there any specific tolerances that we can use for these...
  11. spike

    SLIP CRITICAL CONNECTION

    Is is possible to obtain a slip critical bolted connection when stainless steel shapes are used? I do not believe this is permissible in the AISC specs.
  12. spike

    Gardner Impact Testing

    My question is in regard to material testing, specifically Gardner Impact testing. I read ASTM D5420 (Gardner Impact) and it says that the results are in units of inch pounds. I have a document from a former vendor that states that the impact test on material furnished to us is in units of...
  13. spike

    ANSYS EIGENVALUE BUCKLING ANALYSIS EXAMPLES

    Does anyone know of any example problems that can be used to learn the steps in solving a buckling problem such as a cold formed channel shape? Are torsional flexural buckling considerations a factor in the ANSYS solution? Thanks
  14. spike

    torque requirement for damper

    We use a motor to open or close dampers on a hvac type unit. Various manufacturers of dampers publish values of torque requirements in lb-in per square foot of damper area. These values are based on Face velocity (fpm)and static pressure (in.wc). How would you determine the torque requirement...
  15. spike

    convergence/non linear anaysis

    I am dealing with the analysis of a very thin plate that has large deflection due to pressure normal to the plate. Thus I believe this needs to be solved using non-linear theory. I have not used ANSYS non-linear analysis before, so I am proceeding slowly. The problem solved without any error or...

Part and Inventory Search