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“Computational Civil Engineering 2005”, International Symposium 155Joint /FrameTable 1 Results for tubular joints checksEquation number1 2 3 4 5 8 9Joint 10Frame 2040.66
156 Al. Dima, I.R. Răcăneltheir dimensions, the check criteria in API are satisfied. For the joints where theseconditions are satisfied near limit it is necessary to introduce a chord clutch withlarger wall thickness in the joint region.References1. Foundation Analysis and Design – Joseph E. Bowles (Capitolul 3, paragrafele 3-6, 3-7, 3-8, 3-9),2. The Standard Penetration Test: Methods and use – Report 143/1995, , CIRIA3. API RP 2A-LRFD - Load and Resistence Factor Design (Edition 1993);4. API RP 2A-WSD, - Working Stress Design (Edition 1993);5. GERMANISCHER LLOYD - Rules for Classification and Construction, Offshore Technology(Edition 1990)
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COMPUTATIONAL CIVIL ENGINEERING2005
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“Computational Civil Engineering.
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