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Recent content by dvaldez

  1. dvaldez

    special truss moment frame

    I am looking for a design example for a special truss moment frame. Anyone know of a good reference. Thanks in adavance.
  2. dvaldez

    ASCE 7-05 12.2.3.2

    I have a SMF and SCBF used in the same direction of 3 story steel building. It is not a dual system. For the base shear it is obvious I have to use the least R of 6 for the base shear, but I find the wording confusing in (ASCE 7-05 12.2.3.2) for what omega should be used for design. A value...
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