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Recent content by westheimer1234

  1. westheimer1234

    Bolted Circular Plates and Roarks

    this might help. design of monopole bases. http://www.risatech.com/downloads/risatower/Technical_Manual_1.pdf
  2. westheimer1234

    anchor bolt developed length

    Transmission Poles use "development length" for anchor rods instead of Appendix D. Anchor Rods usually are around 10 ft for 2.5" Dia They use drilled piers as foundation.
  3. westheimer1234

    CA Seismic Principles & Engineering Surveying Exam

    Resa Mallahati book was highly recommended for surveying Steven Hiner workbook is a MUST for seismic
  4. westheimer1234

    STAAD TANK ANALYSIS - STIFFNESS

    just model the whole concrete tank.. how would you change the support condition for different load combination..
  5. westheimer1234

    Pipe Support Spacing

    typical pipe rack has 20 ft distance between bents.. so 15'-6" is more than ok.. 8" dia pipe can span more than that.. dont step on other disciplines scope of work.. pipe stress/design will tell you if support distance is too long..
  6. westheimer1234

    spreader beam

    spreader beam is use to lift modules (piperack modules, etc).. i have design one though because we only design upto the lifting lugs of modules..
  7. westheimer1234

    ZOMG i am still jobless.. note to self: dont resign without a new job

    i had 3 interviews since i resigned but didnt get the job.. i was so stupid to resign.. now i'm paying the price..
  8. westheimer1234

    Stiff Pilecap + Pile reactions

    so what is the rule of thumb when to model it as "solid rigid" as opposed to plate element flexible? if you model it as "solid rigid" how were you designing the rebars?
  9. westheimer1234

    Junior Engineer Woes

    a few months of CAD is good in my opinion.. i had to learn drafting softwares like autocad, microstation, pds(frameworks) and pdms in my line of work.. but of course the main software you should be using is staad or risa3d or similar..
  10. westheimer1234

    ASD Steel Construction Manual...

    there is a pdf of aisc 9th edition.. you just have to be "resourceful".. if you know what i mean.. =)
  11. westheimer1234

    Large uplift forces

    i didnt know bechtel post "technical papers" on their website.. anyway, i am still hurting from the interview i had with them 2 weeks ago.. asking me about expansion joint for long piperack modules.. which i probably gave a stupid answer coz i didnt get the job.. =(
  12. westheimer1234

    i'm considering joining the army or navy engineers

    racook, i'm a civil engineering graduate with PE license.. i'm in oil and gas/petrochemical industry like fluor, jacobs, kbr, etc.. i recently had an interview with Bechtel but didnt get the job.. maybe becoz i didnt wear a suit just a tie.. hahahaha
  13. westheimer1234

    i'm considering joining the army or navy engineers

    kenat, etc... thanks, honestly i am jobless and looking where else i can work that's why i thought about going to military.. i'll probably pass for now.. i'll reconsider it later..
  14. westheimer1234

    i'm considering joining the army or navy engineers

    can you tell me more about the "bait and switch"? thanks,
  15. westheimer1234

    i'm considering joining the army or navy engineers

    mssquared, ok thanks, i'll look into OCS. do you think i will qualify even if my experience are all in Oil and Gas? Do they have "technical" exam? I do have a PE license, will it help? Thanks,

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