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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 adcaseLC1 SelfweightPermanentLG1 Selfweight-ZLC2 RoofPermanentLG1 StandardLC3 WindXVariableLG2 StaticStandardShortNoneLC4 Wind-XVariableLG2 StaticStandardShortNone3. LoadgroupsNameLoadRelationCoeff2LG1 PermanentNameLoadRelationCoeff2LG2 VariableExclusiveWind4. Internalforceson memberLinearcalculation,Extreme: Global,System: PrincipalSelection: AllCombinations: UGTM emberCasedx[m]N[kN]Vy[kN]Vz[kN]Mx[kNm]My [kNm]Mz[kNm]S8 UGT/10,000-60,450,0024,140,000,000,00S30 UGT/10,0002,81-0,020,990,00-0,910,14S25 UGT/20,000-0,14-0,831,520,00-0,132,09S25 UGT/30,000-0,100,831,110,00-0,09-2,09S11 UGT/16,083-34,300,02-52,260,00-126,29-0, 04S10 UGT/20,000-34,30-0,0252,260,00-126,29-0, 04S8 UGT/12,500-58,21-0,1224,14-0,0260,340,22 S5 UGT/22,500-58,20-0,12-24,140,02-60,340
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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