beam ABStep 1:Select Beam + ColumnBeamBeamL =5.2mInch =mmmE=210kN/mm^2125.40.0254Fy =0.415kN/mm^2=415000kN/m^2

ImperialDepthWidthWeb ThicknessSectional Area unit^2WeightIx, unit^4Iy, unit^4Sx, unit^3Sy, unit^3bf, unittf, unitry, unitZx, unit^3Zy, unit^3ImperialW 24 x 8424.19.020.4724.784237094.419620.99.02Metric0.612140.2291080.0119380.0159354521250.00098646850.00003929220.00321186450.00034248960.2290.0195580.050.00367070.0005342

ColumnColumnH =5mE =210kN/mm^2Fy =0.415kN/mm^2=415000kN/m^2

ImperialDepthWidthWeb ThicknessSectional Area unit^2Weight(kN/M)Ix, unit^4Iy, unit^4Sx, unit^3Sy, unit^3bf, unittf, unitry, unitZx, unit^3Zy, unit^3Metric(mm)W36x 25695031024.44864538169926921977146661417.531043.9426717042.52245Metric(m)0.950.310.02440.0486453810.006992690.000219770.0146660.00141750.310.0439420.0670.01704250.002245Imperial (in)37.401512.20470.96062875.399599200523216799.8705253163527.9953130124894.968861058786.500638248412.20471.72999654lb/ftStep 2:Check beam for local buckling safetyBf/2tf 6.6276055656choose column with larger ZStep 7:Check the beam-column panel zone:Design Load, P =860kNPanel Zone Thickness, tp =20m =0.7874inchesPanel Zone Depth, dz =300mm =0.02m =11.811inchesPanel Zone Width, wz =300mm =0.3m =11.811inchesmm =0.3Check:P 0.75Pc0.75Pc = 0.75FyAg =ok15140.75625KnRv =407500.144355411kN =91609676.7248874lbsRu =2754.999667889kN =619348.56330348lbsCheck:Rv RuWhere: =1okCheck:t > (dz + wz)/90t =(dz + wz)/90 =20mm6.6666666667mmuse plug weld for doubler plate

Beam BCStep 1:Select Beam + ColumnBeamBeamL =5.8mInch =mmmE=210kN/mm^2125.40.0254Fy =0.415kN/mm^2=415000kN/m^2

ImperialDepthWidthWeb ThicknessSectional Area unit^2WeightIx, unit^4Iy, unit^4Sx, unit^3Sy, unit^3bf, unittf, unitry, unitZx, unit^3Zy, unit^3ImperialW 24 x 8424.19.020.4724.784237094.419620.99.02Metric0.612140.2291080.0119380.0159354521250.00098646850.00003929220.00321186450.00034248960.2290.0195580.050.00367070.0005342

ColumnColumnH =5mE =210kN/mm^2Fy =0.41kN/mm^2=410000kN/m^2

ImperialDepthWidthWeb ThicknessSectional Area unit^2Weight(kN/M)Ix, unit^4Iy, unit^4Sx, unit^3Sy, unit^3bf, unittf, unitry, unitZx, unit^3Zy, unit^3Metric(mm)W36x 25695031024.44864538169926921977146661417.531043.9426717042.52245Metric(m)0.950.310.02440.0486453810.006992690.000219770.0146660.00141750.310.0439420.0670.01704250.002245Imperial (in)37.401512.20470.96062875.399599200523216799.8705253163527.9953130124894.968861058786.500638248412.20471.72999654lb/ftStep 2:Check beam for local buckling safetyBf/2tf 2.310070975choose column with larger ZStep 7:Check the beam-column panel zone:Design Load, P =220kNPanel Zone Thickness, tp =20m =0.7874inchesPanel Zone Depth, dz =300mm =0.02m =11.811inchesPanel Zone Width, wz =300mm =0.3m =11.811inchesmm =0.3Check:P 0.75Pc0.75Pc = 0.75FyAg =ok14958.3375KnRv =402590.504061973kN =90505945.6800093lbsRu =2754.999667889kN =619348.56330348lbsCheck:Rv RuWhere: =1okCheck:t > (dz + wz)/90t =(dz + wz)/90 =20mm6.6666666667mmuse plug weld for doubler plate

Sheet3