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Viewing 10 replies - 1 through 10 (of 25 total)
    In reply to PT Design Engineer (Bonded and Unbonded)
    John Mark B.
    Participant
    Posts: 25
      June 2, 2014 at 12:46 pm #3441
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      uae2014jobs@gmail.com

      In reply to PT Design Engineer (Bonded and Unbonded)
      John Mark B.
      Participant
      Posts: 25
        March 22, 2014 at 3:47 pm #3432
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        uae2014jobs@gmail.com

        In reply to Experienced PT Designer required
        John Mark B.
        Participant
        Posts: 25
          January 26, 2013 at 7:55 am #3405
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          kindly send in your resume and credentials on the following e-mail id: santosh@spl-eng.com

          In reply to Experienced PT Designer required
          John Mark B.
          Participant
          Posts: 25
            January 24, 2013 at 9:47 am #3404
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            I am interested. Please provide email Id or phone number for me to forward my technical skills to your good-self. Thanks

            In reply to Required Forman & technician experience in post tension work
            John Mark B.
            Participant
            Posts: 25
              May 3, 2012 at 5:46 am #3367
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              This is churchil from Arunachal ,Right now i am looking for job in Post tensioning field.i have 8 years of experience in relevant field.i just attached my CV ,please find

              The attachment and give me the feedback as soon as possible.

              [file={e_FILE}public/1336023981_487_FT198_curriculam_-__churchil_26.03.12.doc]curriculam_-__churchil_26.03.12.doc[/file]

              In reply to Post tension experience staff
              John Mark B.
              Participant
              Posts: 25
                May 3, 2012 at 5:17 am #3366
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                Please send me your email so i can send my CV

                In reply to Design Co-ordinator for a consultancy firm in Kerala-India
                John Mark B.
                Participant
                Posts: 25
                  July 11, 2011 at 5:30 am #3345
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                  Hi Nair i am interesting to work your organization.My contact no is 0097155-9245702

                  In reply to Cracks
                  John Mark B.
                  Participant
                  Posts: 25
                    August 25, 2010 at 10:41 am #3328
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                    Both Slab or beam

                    In reply to Cracks
                    John Mark B.
                    Participant
                    Posts: 25
                      August 24, 2010 at 1:02 pm #3327
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                      Slab Or Beam

                      In reply to Cracks
                      John Mark B.
                      Participant
                      Posts: 25
                        August 24, 2010 at 1:01 pm #3326
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                        You need to analysis the slab in “Long-term “deflection criteria with cracked deflection checking.
                        Loading combination would be like that “Long-term Cracked = 1.65xSelf weight +1.65xDead load+0.88xLive Load+1.65x prestressing

                      Viewing 10 replies - 1 through 10 (of 25 total)