Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng 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 SCper

  1. SCper

    Where can I find clients???

    I found something interesting about linkedin Check this out http://www.youtube.com/watch?v=FCKtfcAGUTE http://www.youtube.com/watch?v=jv_7Y7ygl4s&feature=c4-overview-vl&list=PL7MtT0VRyvmLjGwuOmEoSfNfGX6HMwmhV
  2. SCper

    Where can I find clients???

    Hi all Right now I'm working as a project engineer for structural engineering office, I have been working for about 8 years now mainly mid and high rise buildings I will take the SE exam this year, so far my experience with this career have been amazing I have learn a lot and I want to learn...
  3. SCper

    Where can I find clients???

    I know that starting your own company it is a big step in someones career (and life) that's why I don't want to rush any process So far my goal this year is to start developing more connection among the industry, I don't plan to still any client from anyone but why not have them as reference. It...
  4. SCper

    Where can I find clients???

    this information is great ... besides eng-tips.com would you recommend me to follow my possible clients with a different social media, like facebook or twitter Thank you very much David
  5. SCper

    Where can I find clients???

    Hello everyone I lived in the east bay California, and I'm planning to start an engineering office (structural) This year my plan is to develop a network and find some clients, but I do not know how to start. If somebody can recommend me something it will be really helpful. - Is there any web...
  6. SCper

    Building fundamental modes in ETABS

    - The ASCE7-05 12.8.2.1 gives you and Approximation to the fundamental period - You should use rigid diaphragm
  7. SCper

    AISC 14th vs AISC 13th Edition

    I developed an spreadsheet to get the compression capacities (load with eccentricity) for single angle with equal legs, I meet AISC criteria E3, E4, E5, E7 and also F10 and H for combined action (13th and 14 Edition are the same),the numbers that i get as result capacities comply with table 4-12...
  8. SCper

    OAPI for SAP2000

    Thanks avscorreia I found it .......
  9. SCper

    OAPI for SAP2000

    Does anyone have anykind of documentation showing the OAPI functions for SAP2000 I try to look into my SAP2000 manual but I couldnt find any reference. Any help will be apreciate it. Thanks
  10. SCper

    Standard for Design Practice at office

    Hello everybody I just wondering if somebody can help me on to how to start developing a standard operation procedure for a structural design office. We want to create procedures that everyone can follow and with this create an standard on our work, I have to came up with some ideas so any help...
See more

Part and Inventory Search

Back
Top