Example: air traffic controller

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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Transcription of 1.Contents

1 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/22,500-58,20-0,12-24,140,02-60,340,2 0S12 UGT/15,000-55,43-0,0625,260,00126,29-0,3 1 ProjectExampleParte-newsAuthorSciaEngine erDateJanuary200825.

2 Picture- InternalforcesMy6. CombinationkeyNameDescriptionofcombinati ons1LC1* +LC2* +LC3* * +LC2* +LC4* * +LC2* +LC3* Checkof steelCaseMembercssmatdx[m]UGT/2S1CS1- HEA240S 2350,000 UGT/2S2CS2- IPE330S 2350,000 UGT/1S3CS2- IPE330S 2356,083 UGT/1S4CS1- HEA240S 2350,000 UGT/2S5CS1- HEA240S 2355,000 UGT/2S6CS2- IPE330S 2350,000 UGT/1S7CS2- IPE330S 2356,083 UGT/1S8CS1- HEA240S 2350,000 UGT/2S9CS1- HEA240S 2354,500 UGT/2S10CS2- IPE330S 2350,000 UGT/1S11CS2- IPE330S 2356,083 UGT/1S12CS1- HEA240S 2354,500 UGT/2S21CS3- IPE220S 2355,000 UGT/1S22CS3- IPE220S 2355,000 UGT/2S25CS3- IPE220S 2355,000 UGT/2S26CS3- IPE220S 2350,500 UGT/1S29CS3- IPE220S 2355,000 UGT/2S30CS3- IPE220S 2355,000 UGT/2S33CS4- HFLeq70x70x7S 2350,000 ProjectExampleParte-newsAuthorSciaEngine erDateJanuary20083 CaseMembercssmatdx[m]

3 UGT/1S34CS4- HFLeq70x70x7S 2350,000 UGT/1S35CS4- HFLeq70x70x7S 2350,000 UGT/2S36CS4- HFLeq70x70x7S 2350,000 UGT/2S41CS4- HFLeq70x70x7S 2350,000 UGT/1S42CS4- HFLeq70x70x7S 2355,0008. Checkof connectionin nodeK2 SteelNodeK2Lc/CombiUGTBeamS2 UnitycheckM/MRd[-]0,97 UnitycheckV/VRd[-]0,12 UnitycheckM/MRd+ N/Nrd[-]0, Steelconnectionin nodeK2


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