1.Contents
ProjectExampleParte-newsAuthorSciaEngine erDateJanuary200811. Contents1. Contents12. Load cases13. Load groups14. Internal forces on member15. Picture - Internal forces My26. Combination key27. Check of steel28. Check of connection in node K239. Steel connection in node K232. LoadcasesNameDescriptionActiontypeLoadGr oupLoadtypeSpecDirectionDurationMasterlo adcaseLC1SelfweightPermanentLG1Selfweigh t-ZLC2RoofPermanentLG1StandardLC3WindXVa riableLG2StaticStandardShortNoneLC4Wind- XVariableLG2StaticStandardShortNone3. LoadgroupsNameLoadRelationCoeff2LG1Perma nentNameLoadRelationCoeff2LG2VariableExc lusiveWind4. Internalforceson memberLinearcalculation,Extreme: Global,System: PrincipalSelection: AllCombinations: UGTMemberCasedx[m]N[kN]Vy[kN]Vz[kN]Mx[kN m]My[kNm]Mz[kNm]S8UGT/10,000-60,450,0024 ,140,000,000,00S30UGT/10,0002,81-0,020,9 90,00-0,910,14S25UGT/20,000-0,14-0,831,5 20,00-0,132,09S25UGT/30,000-0,100,831,11 0,00-0,09-2,09S11UGT/16,083-34,300,02-52 ,260,00-126,29-0,04S10UGT/20,000-34,30-0 ,0252,260,00-126,29-0,04S8UGT/12,500-58, 21-0,1224,14-0,0260,340,22S5UGT/22,500-5 8,20-0,12-24,140,02-60,340,20S12UGT/15,0 00-55
Author Scia Engineer Date January 2008 1 1.Contents 1. Contents 1 2. Load cases 1 3. Load groups 1 4. Internal forces on member 1 5. Picture - Internal forces My 2 6. Combination key 2 7. Check of steel 2 8. Check of connection in node K2 3 9. Steel connection in node K2 3 2.Loadcases
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