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Recent content by davilara01

  1. davilara01

    Controlling your Activities ID

    No other cpm software confuse, merge, or substitute one with the other.
  2. davilara01

    Controlling your Activities ID

    I do not use WBS to organize and identify my activities, I don’t even use it at all unless forced to do so as a contract requirement. I am looking for a way to organize by other codes and use also my activities ID to sort in a sequential order. A substitute to controlling activities ID is not...
  3. davilara01

    MS Project Banned from Federal Jobs

    Is Microsoft Project banned from federal jobs? -What are the general FAR procurement rules when CPM is "Brand" specified, usually Primavera? -Does specifying a particular CPM brand takes out the Schedule from the contractor hands? -Does specifying a particular CPM brand puts at disadvantage the...
  4. davilara01

    Controlling your Activities ID

    I am new into MS Project as Primavera is no longer to support P3/SureTrak. I am used to have some control on my activities ID; this could be worked around with a Text Field if you can set some sort of data validation so when entering your Alphanumeric Task ID it won't repeat. Is it possible, how?
  5. davilara01

    Earthwork Computations

    Try Pizer Earth Software - can use average end area method or prismatic formula. Remember GIGO Garbage in garbage out. If data is wrong so do output. Also consider creating close cross sections when abrupt changes do occur. PIZER Sales: 1-800-222-5332 1-206-285-6100 FAX: 206-634-0624...
  6. davilara01

    Beam Splices

    You got to the point. I understand the issue of arm reduction in offset bars, so we keep them in the same plane altough splices are usually required at continuity steel or areas or minimum stress. I am a contractor doing work in Puerto Rico, a registered P.E. but not a structural designer. I...
  7. davilara01

    Beam Splices

    I am refering to what happens justa after the splice,if the rebars are in the corner then just after the rebars if you have a straight splice you will not have the splice rebars at the corners. View it from a top elevation, you have before the splice a rebar at each corner, at the splice two...
  8. davilara01

    Beam Splices

    When you have beams with 135 deg closed ties you are required by the ACI code to have one rebar on each corner of the tie. If you have 2 no.8 at bottom and 2 no.8 bars at top how would you keep the 4 bars on the corners just after a splice? With an offset lap splice? Additional rebar? I have...
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