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midasGen Steel Checking Result Modeling, Integrated Design & Analysis Software Print Date/Time : 08/21/2015 10:14 3. Design Parameters Unbraced Lengths Ly = 5.00000, Lz = 5.00000, Lb = 5.00000 Effective Length Factors Ky = 1.00, Kz = 1.00 Moment Factor / Bending Coefficient Cmy = 1.00, Cmz = 1.00, Cb = 1.00 4. Checking Results Slenderness Ratio KL/r = 105.6 < 200.0 (Memb:734, LCB: 8)........................ O.K Axial Strength Pr/Pc = 0.00/3471.98 = 0.000 < 1.000 ...................... O.K Bending Strength Mry/Mcy = 542.067/727.137 = 0.745 < 1.000 ..................... O.K Mrz/Mcz = 0.000/101.635 = 0.000 < 1.000 ....................... O.K Combined Strength Combined Stress Pr/Pc = 0.00 < 0.20 Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.745 < 1.000 ............. O.K Shear Strength Vry/Vcy = 0.000 < 1.000 .............................. O.K Vrz/Vcz = 0.311 < 1.000 .............................. O.K Company JUNGLIM VIETNAM Project Title Author CVH File Name JUNGLIM ARCHIT ECTURE VIETNA M S:\..A02.midas\ 20150819_CE.mgb SAMSUNG ELECTRONICS CE COMPLEX 1. Design Information Design Code : AISC(14th)-LRFD10 Unit System : kN, m Member No : 692 Material : SS400 (No:3) (Fy = 235000, Es = 205000000) Section Name : SG1 (No:101) (Built-up Section). Member Length : 5.00000 z 0.01 2 0.150 ^ 0.3 y 2. Member Forces Axial Force Bending Moments End Moments Shear Forces Fxx = 0.00000 (LCB: 2, POS:I) My = -542.07, Mz = 0.00000 Myi = - 542.07, Myj = 374.001 (for Lb) Myi = -542.07, Myj = 374.001 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.00000 (LCB: 3, POS:I) Fzz = -284.60 (LCB: 2, POS:I) Depth 0.60000 Web Thick 0.01200 Top F Width 0.30000 Top F Thick 0.01600 Bot.F Width 0.30000 Bot.F Thick 0.01600 Area 0.01642 Asz 0.00720 Qyb 0.15713 Qzb 0.01125 Iyy 0.00100 Izz 0.00007 Ybar 0.15000 Zba r 0.30000 Syy 0.00334 Szz 0.00048 ry 0.24706 rz 0.06626
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CompanyJUNGLIM VIETNAMProject TitleAuthorCVHFile NameJUNGLIMARCHITECTUREVIETNAMS:\..A02.midas\20150819_CE.mgbSAMSUNG ELECTRONICS CE COMPLEX1. Design InformationDesign Code:AISC(14th)-LRFD10Unit System:kN, mMember No:692Material:SS400 (No:3)(Fy = 235000, Es= 205000000)Section Name : SG1 (No:101)(Built-up Section).Member Length : 5.00000z0.0120.150 ^0.3y2. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = 0.00000 (LCB: 2, POS:I)My = -542.07, Mz = 0.00000 Myi = -542.07, Myj = 374.001 (for Lb) Myi = -542.07, Myj = 374.001 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.00000 (LCB: 3, POS:I)Fzz = -284.60 (LCB: 2, POS:I)Depth 0.60000 Web Thick 0.01200 Top F Width 0.30000 Top F Thick 0.01600 Bot.F Width 0.30000 Bot.F Thick 0.01600Area0.01642Asz0.00720Qyb0.15713Qzb0.01125Iyy0.00100Izz0.00007Ybar0.15000Zbar0.30000Syy0.00334Szz0.00048ry0.24706rz0.06626
midasGenSteel Checking Result
Modeling, Integrated Design & Analysis SoftwarePrint Date/Time : 08/21/2015 10:14
3. Design ParametersUnbraced LengthsLy = 5.00000, Lz = 5.00000,Lb = 5.00000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 1.00, Cmz = 1.00, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 105.6 < 200.0 (Memb:734, LCB: 8) O.KAxial StrengthPr/Pc =0.00/3471.98 = 0.000 < 1.000 O.KBending StrengthMry/Mcy = 542.067/727.137 = 0.745 < 1.000 O.KMrz/Mcz = 0.000/101.635 = 0.000 < 1.000 O.KCombined Strength Combined StressPr/Pc = 0.00 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.745 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.311 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb1. Design InformationDesign Code : AISC(14th)-LRFD10
Member No MaterialSection NameMember Length599SS400 (No:3)(Fy = 235000, Es = 205000000) SG2 (No:102)(Built-up Section).3.600002. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = 0.00000 (LCB: 2, POS:J)My = -2772.3, Mz = 0.00000 Myi = 1016.61, Myj = -2772.3 (for Lb) Myi = 1016.61, Myj = -2772.3 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.00000 (LCB: 3, POS:I)Fzz = 1130.17 (LCB: 2, POS:J)y0.02| 0.35 |Depth 0.90000 Web Thick 0.02000 Top F Width 0.35000 Top F Thick 0.04000 Bot.F Width 0.35000 Bot.F Thick 0.04000Area0.04440Asz0.01800Qyb0.38505Qzb0.01531Iyy0.00610Izz0.00029Ybar0.17500Zbar0.45000Syy0.01356Szz0.00164ry0.37065rz0.08031Unit System : kN, m
3. Design ParametersUnbraced LengthsLy = 3.60000, Lz = 3.60000,Lb = 3.60000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 1.00, Cmz = 1.00, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 44.8 < 200.0 (Memb:718, LCB: 8) O.KAxial StrengthPr/Pc =0.00/9390.60 = 0.000 < 1.000 O.KBending StrengthMry/Mcy = 2772.33/3257.52 = 0.851 < 1.000 O.KMrz/Mcz = 0.000/346.111 = 0.000 < 1.000 O.KCombined Strength Combined StressPr/Pc = 0.00 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.851 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.495 < 1.000 O.KJUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEX
AuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb
1. Design InformationDesign Code: AISC(14th)-LRFD10Unit System: kN, m
Member No MaterialSection NameMember Length502SS400 (No:3)(Fy = 235000, Es = 205000000) SG3 (No:103)(Built-up Section).5.000002. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = 0.00000 (LCB: 2, POS:I)My = -3526.6, Mz = 0.00000 Myi = -3526.6, Myj = 0.32550 (for Lb) Myi = -3526.6, Myj = 0.32550 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.00000 (LCB: 3, POS:I)Fzz = -842.02 (LCB: 2, POS:I)y0.020.20^0.4Depth 1.00000 Web Thick 0.02000 Top F Width 0.40000 Top F Thick 0.04000 Bot.F Width 0.40000 Bot.F Thick 0.04000Area0.05040Asz0.02000Qyb0.48980Qzb0.02000Iyy0.00867Izz0.00043Ybar0.20000Zbar0.50000Syy0.01735Szz0.00214ry0.41487rz0.09207
3. Design ParametersUnbraced LengthsLy = 5.00000, Lz = 5.00000,Lb = 5.00000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 1.00, Cmz = 1.00, Cb = 1.004. Checking ResultsSlenderness RatioL/r = 54.3 < 300.0 (Memb:502, LCB: 2) O.KAxial StrengthPr/Pc =0.0/10659.6 = 0.000 < 1.000 O.KBending StrengthMry/Mcy = 3526.63/4113.13 = 0.857 < 1.000 O.KMrz/Mcz = 0.000/451.849 = 0.000 < 1.000 O.KCombined Strength Combined StressPr/Pc = 0.00 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.857 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.332 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEX
AuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb
1. Design InformationDesign Code: AISC(14th)-LRFD10Unit System: kN, m
Member No MaterialSection NameMember Length505SS400 (No:3)(Fy = 235000, Es = 205000000) SG4 (No: 104)(Built-up Section).3.600000)6o0.0160.1502. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = 0.00000 (LCB: 2, POS:J)My = -1432.1, Mz = 0.00000 Myi = 684.084, Myj = -1432.1 (for Lb) Myi = 684.084, Myj = -1432.1 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.00000 (LCB: 3, POS:I)Fzz = 652.538 (LCB: 2, POS:J)Depth 0.90000 Web Thick 0.01600 Top F Width 0.30000 Top F Thick 0.02000 Bot.F Width 0.30000 Bot.F Thick 0.02000Area0.02576Asz0.01440Qyb0.25745Qzb0.01125Iyy0.00317Izz0.00009Ybar0.15000Zbar0.45000Syy0.00705Szz0.00060ry0.35089rz0.05920
3. Design ParametersUnbraced LengthsLy = 3.60000, Lz = 3.60000,Lb = 3.60000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 1.00, Cmz = 1.00, Cb = 1.004. Checking ResultsSlenderness RatioL/r = 84.5 < 300.0 (Memb:264, LCB: 8) O.KAxial StrengthPr/Pc =0.00/5448.24 = 0.000 < 1.000 O.KBending StrengthMry/Mcy = 1432.10/1683.54 = 0.851 < 1.000 O.KMrz/Mcz = 0.000/127.314 = 0.000 < 1.000 O.KCombined Strength Combined StressPr/Pc = 0.00 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.851 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.357 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEX
AuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb
1. Design InformationDesign Code: AISC(14th)-LRFD10Unit System: kN, m
Member No MaterialSection NameMember Length290SS400 (No:3)(Fy = 235000, Es = 205000000) SG5 (No:105)(Built-up Section).5.000000)6y0.1750.0160.352. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = 0.00000 (LCB: 2, POS:J)My = 1536.51, Mz = 0.00000 Myi = 0.00000, Myj = 1536.51 (for Lb) Myi = 0.00000, Myj = 1536.51 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.00000 (LCB: 3, POS:I)Fzz = -431.47 (LCB: 2, POS:I)Depth 0.90000 Web Thick 0.01600 Top F Width 0.35000 Top F Thick 0.02000 Bot.F Width 0.35000 Bot.F Thick 0.02000Area0.02776Asz0.01440Qyb0.28495Qzb0.01531Iyy0.00356Izz0.00014Ybar0.17500Zbar0.45000Syy0.00791Szz0.00082ry0.35806rz0.071833. Design Parameters
Ly = 5.00000, Lz = 5.00000, Lb = 5.00000 Ky = 1.00, Kz = 1.00Unbraced Lengths Effective Length FactorsMoment Factor / Bending CoefficientCmy = 1.00, Cmz = 1.00, Cb = 1.004. Checking ResultsSlenderness RatioL/r = 69.6 < 300.0 (Memb:290, LCB: 2) O.KAxial StrengthPr/Pc =0.00/5871.24 = 0.000 < 1.000 O.KBending StrengthMry/Mcy = 1536.51/1796.56 = 0.855 < 1.000 O.KMrz/Mcz = 0.000/173.080 = 0.000 < 1.000 O.KCombined Strength Combined StressPr/Pc = 0.00 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.855 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.236 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEX
AuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb
1. Design InformationDesign Code: AISC(14th)-LRFD10Unit System: kN, m
Member No MaterialSection NameMember Length941SS400 (No:3)(Fy = 235000, Es = 205000000) SG6 (No:106)(Built-up Section).5.42038 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 0.856 < 1.000 O.KShear StrengthVry/Vcy= 0.005 < 1.000 O.KVrz/Vcz= 0.067 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb1. Design InformationDesign Code : AISC(14th)-LRFD10
Member No MaterialSection NameMember Length8SS400 (No:3)(Fy = 235000, Es = 205000000) S2a (No:203)(Built-up Section).5.70000 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 1.008 > 1.000 N.GShear StrengthVry/Vcy= 0.003 < 1.000 O.KVrz/Vcz= 0.114 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb1. Design InformationDesign Code: AISC(14th)-LRFD10
Member No MaterialSection NameMember Length75SS400 (No:3)(Fy = 235000, Es = 205000000) S4 (No:204)(Built-up Section).8.730436y0.012^0.175^2. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -546.48 (LCB: 2, POS:J)My = 10.6853, Mz = 0.00000 Myi = 0.00000, Myj = 10.6853 (for Lb) Myi = 0.00000, Myj = 10.6853 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.10955 (LCB: 5, POS:J)Depth 0.35000 Web Thick 0.01200 Top F Width 0.35000 Top F Thick 0.01200 Bot.F Width 0.35000 Bot.F Thick 0.01200Area0.01231Asz0.00420Qyb0.07243Qzb0.01531Iyy0.00027Izz0.00009Ybar0.17500Zbar0.17500Syy0.00157Szz0.00049ry0.14936rz0.08348Unit System: kN, mFzz = -2.4133 (LCB: 6, POS:I)
3. Design ParametersUnbraced LengthsLy = 8.73043, Lz = 8.73043,Lb = 8.73043Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 104.6 < 200.0 (Memb:75, LCB: 2) O.KAxial StrengthPr/Pc = 546.48/1530.07 = 0.357 < 1.000 O.KBending StrengthMry/Mcy = 10.685/304.973 = 0.035 < 1.000 O.KMrz/Mcz = 0.000/103.692 = 0.000 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.36 > 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 0.388 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.005 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb1. Design InformationDesign Code : AISC(14th)-LRFD10
St cMember No MaterialSection NameMember Length775SS400 (No:3)(Fy = 235000, Es = 205000000) S5 (No:205)(Built-up Section).2.091306y0.012^0.175^2. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -285.37 (LCB: 2, POS:J)My = 487.516, Mz = 0.00000 Myi = -163.52, Myj = 487.516 (for Lb) Myi = -163.52, Myj = 487.516 (for Ly) Mzi = 0.03132, Mzj = 0.00000 (for Lz) Fyy = 2.56879 (LCB: 3, POS:I)Fzz = -311.31 (LCB: 2, POS:I)Depth 0.35000 Web Thick 0.01200 Top F Width 0.35000 Top F Thick 0.02000 Bot.F Width 0.35000 Bot.F Thick 0.02000Area0.01772Asz0.00420Qyb0.10826Qzb0.01531Iyy0.00041Izz0.00014Ybar0.17500Zbar0.17500Syy0.00235Szz0.00082ry0.15237rz0.08982Unit System : kN, m
3. Design ParametersUnbraced LengthsLy = 2.09130, Lz = 2.09130,Lb = 2.09130Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 86.7 < 200.0 (Memb:72, LCB: 8) O.KAxial StrengthPr/Pc = 285.37/3644.92 = 0.078 < 1.000 O.KBending StrengthMry/Mcy = 487.516/549.540 = 0.887 < 1.000 O.KMrz/Mcz = 0.000/172.779 = 0.000 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.08 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.926 < 1.000 O.KShear StrengthVry/Vcy= 0.001 < 1.000 O.KVrz/Vcz= 0.584 < 1.000 O.K
CompanyJUNGLIM VIETNAMProject TitleAuthorCVHFile Name1. Design InformationDesign Code : AISC(14th)-LRFD10
SAMSUNG ELECTRONICS CE COMPLEX S:\..A02.midas\20150819_CE.mgb[O
Member No: 769Material: SS400 (No:3)(Fy = 235000, Es = 205000000) Section Name : S6 (No:206)(Built-up Section).Member Length : 1.500002. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -120.60 (LCB: 2, POS:J)My = -136.98, Mz = 0.00000 Myi = 0.00000, Myj = -136.98 (for Lb) Myi = 0.00000, Myj = -136.98 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = -0.5665 (LCB: 5, POS:J)Fzz = 91.3204 (LCB: 2, POS:I)y0.01i'13I0.25Depth 0.25000 Web Thick 0.01000 Top F Width 0.25000 Top F Thick 0.01600 Bot.F Width 0.25000 Bot.F Thick 0.01600Area0.01018Asz0.00250Qyb0.05274Qzb0.00781Iyy0.00012Izz0.00004Ybar0.12500Zbar0.12500Syy0.00095Szz0.00033ry0.10781rz0.06399Unit System : kN, m
3. Design ParametersUnbraced LengthsLy = 1.50000, Lz = 1.50000,Lb = 1.50000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 47.4 < 200.0 (Memb:812, LCB: 8) O.KAxial StrengthPr/Pc = 120.60/2094.63 = 0.058 < 1.000 O.KBending StrengthMry/Mcy = 136.981/223.092 = 0.614 < 1.000 O.KMrz/Mcz = 0.0000/70.5307 = 0.000 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.06 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.643 < 1.000 O.KShear StrengthVry/Vcy= 0.001 < 1.000 O.KVrz/Vcz= 0.288 < 1.000 O.K
1. Design Information
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgbDesign Code : AISC(14th)-LRFD10
Member No: 774Material: SS400 (No:3)(Fy = 235000, Es = 205000000) Section Name : S6A (No:207)(Built-up Section).Member Length : 2.091306y0.1250.0160.252. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -137.10 (LCB: 2, POS:I)My = -288.75, Mz = 0.00000 Myi = -288.75, Myj = 0.00000 (for Lb) Myi = -288.75, Myj = 0.00000 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = -0.1202 (LCB: 5, POS:I)Fzz = -138.07 (LCB: 2, POS:I)Depth 0.25000 Web Thick 0.01600 Top F Width 0.25000 Top F Thick 0.02000 Bot.F Width 0.25000 Bot.F Thick 0.02000Area0.01336Asz0.00400Qyb0.04145Qzb0.00781Iyy0.00014Izz0.00005Ybar0.12500Zbar0.12500Syy0.00116Szz0.00042ry0.10415rz0.062483. Design ParametersUnbraced LengthsLy = 2.09130, Lz = 2.09130,Lb = 2.09130Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 33.5 < 200.0 (Memb:774, LCB: 2) O.KAxial StrengthPr/Pc = 137.10/2675.86 = 0.051 < 1.000 O.KBending StrengthMry/Mcy = 288.751/280.534 = 1.029 > 1.000 N.GMrz/Mcz = 0.0000/88.2463 = 0.000 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.05 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 1.055 > 1.000 N.GShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.272 < 1.000 O.KUnit System : kN, m
CompanyJUNGLIM VIETNAMProject TitleAuthorCVHFile Name1. Design InformationDesign Code : AISC(14th)-LRFD10SAMSUNG ELECTRONICS CE COMPLEX S:\..A02.midas\20150819_CE.mgb[OMember No MaterialSection NameMember Length782SS400 (No:3)(Fy = 235000, Es = 205000000) S8 (No:208)(Built-up Section).2.265222. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = 107.402 (LCB: 1, POS:J)My = 0.00000, Mz = 0.00000 Myi = 0.00000, Myj = 0.00000 (for Lb) Myi = 0.00000, Myj = 0.00000 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.00000 (LCB: 3, POS:I)Fzz = 0.00000 (LCB: 3, POS:I)y0.01i'13I0.25Depth 0.25000 Web Thick 0.01000 Top F Width 0.25000 Top F Thick 0.01600Bot.F Width 0.25000 Bot.F Thick 0.01600Area0.01018Asz0.00250Qyb0.05274Qzb0.00781Iyy0.00012Izz0.00004Ybar0.12500Zbar0.12500Syy0.00095Szz0.00033ry0.10781rz0.06399Unit System : kN, m3. Design ParametersUnbraced LengthsLy = 2.26522, Lz = 2.26522,Lb = 2.26522Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 54.7 < 200.0 (Memb:818, LCB: 8) O.KAxial StrengthPr/Pc = 107.40/2153.07 = 0.050 < 1.000 O.KBending StrengthMry/Mcy = 0.000/200.191 = 0.000 < 1.000 O.KMrz/Mcz = 0.0000/70.5307 = 0.000 < 1.000 O.KCombined Strength Combined StressPr/Pc = 0.05 < 0.20Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.025 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.000 < 1.000 O.K
1. Design Information
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgbDesign Code : AISC(14th)-LRFD10
Member No MaterialSection NameMember Length4SS400 (No:3)(Fy = 235000, Es = 205000000) S2b (No:212)(Built-up Section).5.700006yo0.02^0.20I0.42. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -1863.7 (LCB: 2, POS:J)My = 727.094, Mz = -31.461 Myi = 0.00000, Myj = 727.094 (for Lb) Myi = 0.00000, Myj = 727.094 (for Ly) Mzi = 0.00000, Mzj = -31.461 (for Lz) Fyy = 10.7380 (LCB: 3, POS:J)Fzz = -127.56 (LCB: 2, POS:I)Depth 0.40000 Web Thick 0.02000 Top F Width 0.40000 Top F Thick 0.04000 Bot.F Width 0.40000 Bot.F Thick 0.04000Area0.03840Asz0.00800Qyb0.15680Qzb0.02000Iyy0.00110Izz0.00043Ybar0.20000Zbar0.20000Syy0.00548Szz0.00213ry0.16892rz0.105443. Design ParametersUnbraced LengthsLy = 5.70000, Lz = 5.70000,Lb = 5.70000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 54.1 < 200.0 (Memb:4, LCB: 2) O.KAxial StrengthPr/Pc = 1863.72/7045.90 = 0.265 < 1.000 O.KBending StrengthMry/Mcy= 727.09/1323.17 = 0.550 < 1.000 O.KMrz/Mcz= 31.461/683.568 = 0.046 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.26 > 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 0.794 < 1.000 O.KShear StrengthVry/Vcy= 0.003 < 1.000 O.KVrz/Vcz= 0.126 < 1.000 O.KUnit System : kN, mJUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEX
AuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb
1. Design InformationDesign Code: AISC(14th)-LRFD10Unit System: kN, m
Member No: 19Material: SS400 (No:3)(Fy = 235000, Es = 205000000) Section Name : S3 (No:233)(Built-up Section).Member Length : 5.700006y0.022. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -2532.6 (LCB: 2, POS:J)My = -487.09, Mz = -61.406 Myi = 0.00000, Myj = -487.09 (for Lb) Myi = 0.00000, Myj = -487.09 (for Ly) Mzi = 0.00000, Mzj = -58.497 (for Lz) Fyy = 11.6326 (LCB: 3, POS:I)Fzz = 94.1799 (LCB: 4, POS:I)Depth 0.65000 Web Thick 0.02000 Top F Width 0.40000 Top F Thick 0.02000 Bot.F Width 0.40000 Bot.F Thick 0.02000Area0.02820Asz0.01300Qyb0.17251Qzb0.02000Iyy0.00197Izz0.00021Ybar0.20000Zbar0.32500Syy0.00605Szz0.00107ry0.26407rz0.08706
3. Design ParametersUnbraced LengthsLy = 5.70000, Lz = 5.70000,Lb = 5.70000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 65.5 < 200.0 (Memb:19, LCB: 2) O.KAxial StrengthPr/Pc = 2532.57/4842.36 = 0.523 < 1.000 O.KBending StrengthMry/Mcy= 487.09/1394.76 = 0.349 < 1.000 O.KMrz/Mcz= 61.406/351.301 = 0.175 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.52 > 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 0.989 < 1.000 O.KShear StrengthVry/Vcy= 0.006 < 1.000 O.KVrz/Vcz= 0.057 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEX
AuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb
1. Design InformationDesign Code: AISC(14th)-LRFD10Unit System: kN, m
Member No MaterialSection NameMember Length24SS400 (No:3)(Fy = 235000, Es = 205000000) S3b (No:234)(Built-up Section).5.700006y0.02|0.45|2. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -2584.4 (LCB: 2, POS:J)My = -788.31, Mz = 0.00000 Myi = 0.00000, Myj = -788.31 (for Lb) Myi = 0.00000, Myj = -788.31 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz) Fyy = 0.01323 (LCB: 3, POS:I)Fzz = 149.047 (LCB: 4, POS:J)Depth 0.65000 Web Thick 0.02000 Top F Width 0.45000 Top F Thick 0.02000 Bot.F Width 0.45000 Bot.F Thick 0.02000Area0.03020Asz0.01300Qyb0.18826Qzb0.02531Iyy0.00216Izz0.00030Ybar0.22500Zbar0.32500Syy0.00666Szz0.00135ry0.26774rz0.10036
3. Design ParametersUnbraced LengthsLy = 5.70000, Lz = 5.70000,Lb = 5.70000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 56.8 < 200.0 (Memb:24, LCB: 2) O.KAxial StrengthPr/Pc = 2584.36/5460.19 = 0.473 < 1.000 O.KBending StrengthMry/Mcy = 788.31/1567.12 = 0.503 < 1.000 O.KMrz/Mcz = 0.000/285.907 = 0.000 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.47 > 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 0.920 < 1.000 O.KShear StrengthVry/Vcy= 0.000 < 1.000 O.KVrz/Vcz= 0.090 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb1. Design Information
Design Code Unit System Member No MaterialSection NameMember LengthAISC(14th)-LRFD10 kN, m 50SS400 (No:3)(Fy = 235000, Es = 205000000) S3a,S3a* (No:235)(Built-up Section).5.700002. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxx = -1826.3 (LCB: 2, POS:J)My = -1938.5, Mz = 14.6022 Myi = 182.517, Myj = -1938.5 (for Lb) Myi = 182.517, Myj = -1938.5 (for Ly) Mzi = -54.875, Mzj = 14.6022 (for Lz) Fyy = -46.800 (LCB: 5, POS:I)Fzz = 372.116 (LCB: 2, POS:I)y0.02|0.45|Depth 0.65000 Web Thick 0.02000 Top F Width 0.45000 Top F Thick 0.04000 Bot.F Width 0.45000 Bot.F Thick 0.04000Area0.04740Asz0.01300Qyb0.31511Qzb0.02531Iyy0.00366Izz0.00061Ybar0.22500Zbar0.32500Syy0.01127Szz0.00270ry0.27797rz0.11325
3. Design ParametersUnbraced LengthsLy = 5.70000, Lz = 5.70000,Lb = 5.70000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 50.3 < 200.0 (Memb:50, LCB: 2) O.KAxial StrengthPr/Pc = 1826.34/8863.41 = 0.206 < 1.000 O.KBending StrengthMry/Mcy = 1938.55/2665.85 = 0.727 < 1.000 O.KMrz/Mcz = 14.602/868.631 = 0.017 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.21 > 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 0.867 < 1.000 O.KShear StrengthVry/Vcy= 0.010 < 1.000 O.KVrz/Vcz= 0.226 < 1.000 O.K
JUNGLIMARCHITECTUREVIETNAMCompanyJUNGLIM VIETNAMProject TitleSAMSUNG ELECTRONICS CE COMPLEXAuthorCVHFile NameS:\..A02.midas\20150819_CE.mgb1. Design InformationDesign Code : AISC(14th)-LRFD10
3= [o*-Member No MaterialSection NameMember Length45SS400 (No:3)(Fy = 235000, Es = 205000000) S3d (No:236)(Built-up Section).5.700002. Member ForcesAxial Force Bending Moments End MomentsShear ForcesFxxMyMyiMyiMziFyyFzz-2995.3 (LCB: -1098.5, Mz =0.00000, Myj =0.00000, Myj = 0.00000, Mzj =: -17.722 (LCB:: 193.173 (LCB:2, POS:J) 65.5700-1098.5 (for Lb) -1098.5 (for Ly) 65.5700 (for Lz) 6, POS:J)5, POS:J)y0.020.4Depth 0.65000 Web Thick 0.02000 Top F Width 0.40000 Top F Thick 0.04000 Bot.F Width 0.40000 Bot.F Thick 0.04000Area0.04340Asz0.01300Qyb0.28461Qzb0.02000Iyy0.00329Izz0.00043Ybar0.20000Zbar0.32500Syy0.01012Szz0.00214ry0.27532rz0.09920Unit System : kN, m
3. Design ParametersUnbraced LengthsLy = 5.70000, Lz = 5.70000,Lb = 5.70000Effective Length FactorsKy = 1.00, Kz = 1.00Moment Factor / Bending CoefficientCmy = 0.85, Cmz = 0.85, Cb = 1.004. Checking ResultsSlenderness RatioKL/r = 57.5 < 200.0 (Memb:45, LCB: 2) O.KAxial StrengthPr/Pc = 2995.33/7817.86 = 0.383 < 1.000 O.KBending StrengthMry/Mcy = 1098.49/2379.44 = 0.462 < 1.000 O.KMrz/Mcz = 65.570/688.855 = 0.095 < 1.000 O.KCombined Strength (Compression+Bending)Pr/Pc = 0.38 > 0.20Rmax = Pr/Pc + 8/9*[Mry/Mcy + Mrz/Mcz] = 0.878 < 1.000 O.KShear StrengthVry/Vcy= 0.004 < 1.000 O.KVrz/Vcz= 0.117 < 1.000 O.K
