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  1. executives

    response spectrum analysis

    A response spectrum analysis can be used in seismic design of structures. My question is if the structure is built with thin gage cold formed panels and members would the analysis be accurate, assuming that non-linear behavior would be present due to large deflection? Thanks
  2. executives

    Flange pressure rating

    The flange will be made of A-105 forged material.
  3. executives

    Flange pressure rating

    Not having access to the 2003 B16.5, can someone tell me what the allowable pressure rating is for a 300 pound flange at a temperature of 300F? Thanks
  4. executives

    vibration levels with spring isolators

    I know that there are several standards for acceptance levels of vibration for equipment rigidly supported. However,if a piece of equipment is supported by spring isolators, are there any acceptance levels on record. I would think that the equipment itself would have higher amplitudes of...
  5. executives

    vibration analysis software

    Has anyone had any experience with the ME Scope software program? Specifically, Modal Identification capabilities? We are interested in comments from users of the equipment rather than the distributor's advertising. I would think that numerous points must be instrumented in order to accurately...
  6. executives

    COLD FORMED STEEL DESIGN/LATERAL LOAD

    Is there a procedure for evaluating the capacity of a cold formed steel channel with a pressure loading perpendicular to the web?
  7. executives

    non linear analysis of thin plated steel structures

    Is anyone familiar with software that can do non linear analysis of thin plated steel structures?
  8. executives

    Non linear analysis of thin plate structures

    Is anyone familiar with structural software that can do non linear analysis of thin plate structures?
  9. executives

    IBC 2006 WIND LOAD ROOFTOP STRUCTURES

    International Building Code, 2006 Edition Section 6.5.15.1 states that the force on rooftop structures with an area less than 0.1*Bh should be increased by a factor of 1.9 if located on a building less than 60' tall. Seems to me that if you were to plot the force on such a structure from 0 to...
  10. executives

    Bump test

    Has anyone heard of being able to do a "Bump Test" to determine natural frequencies with the equipment running? Is this possible?
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