Global Parameters - DescriptionProject Title New ProjectCompany WinDesigner Win ThanJob NumberNotesGlobal Parameters - SolutionDesign Method AISC 14th (360-10): ASDBolt Group Analysis Method Center of RotationWeld Analysis Method Center of RotationConsider Bolt Hole Deformation? YesCheck Weld Filler Material Matching? YesCheck Rotational Ductility? NoConnection 1Connection PropertiesConnectionConnection Title Connection 1Connection Type Column/Beam Shear Tab Shear ConnectionConnection CategoryBeam Connection BoltedColumn Connection Type FlangeLoadingShear Load, kN. 250.000Axial Load, kN. 0.000Top Column Dist, mm. 508.000Column Force, kN. 150.000Story Shear, kN. 0.000ComponentsColumn Section W14x90Material A992Fy, MPa. 7280.866Fu, MPa. 8389.543E, MPa. 199948.014Lib aiscdb32A, mm^2. 17096.740D, mm. 355.600BF, mm. 368.300TW, mm. 28.611TF, mm. 46.167Kdes, mm. 33.274Kdet, mm. 50.800Beam Section W16x36Material A992Fy, MPa. 7280.866Fu, MPa. 8389.543E, MPa. 199948.014Lib aiscdb32A, mm^2. 6838.696D, mm. 403.860BF, mm. 312.481TW, mm. 7.493TF, mm. 10.922Kdes, mm. 37.194Kdet, mm. 28.702Hole Type STDPlate Section P9.52X114.30X341.60Material A36Fy, MPa. 5242.223Fu, MPa. 7486.054E, MPa. 199948.014Thickness, mm. 9.525Width, mm. 114.300Depth, mm. 341.600Hole Type STDColumn Weld E70Type Double FilletFillet Size, mm. 6.350Fw, MPa. 738.429Beam Bolts 3/4" A325-NBeam Bolts A325-NDiameter, in. 3/4"Rows 1Bolts per Row 4Longitudinal Spacing, mm. 80.000Transverse Spacing, mm. 76.200Length, mm. 50.800Slip Critical NoAssemblyColumn/Beam Clearance, mm. 12.700Plate Vertical Position, mm. 38.100Beam Bolts Edge Distance DimensionsBeam Bolts/Beam Edge Dist, mm. 50.800Beam Bolts Horz Edge Dist, mm. 50.800Beam Bolts Vert Edge Dist, mm. 50.8003D ViewModel2D ViewsSide viewLimit StateASD ResultsMaterial Properties:Column W14x90 A992 Fy= 7280.87 MPaFu= 8389.54 MPaBeam W16x36 A992 Fy= 7280.87 MPaFu= 8389.54 MPaPlate P9.52X114.30X341.60A36 Fy= 5242.22 MPaFu= 7486.05 MPaInput Data:Shear Load 250.00 kN User Input Shear LoadAxial Load 0.00 kN User Input Axial ForceTop Column Dist 508.00 mm User Input Top Column DistColumn Force 150.00 kN User Input Column ForceStory Shear 0.00 kN User Input Story ShearLimit State Required Available Unity Check ResultGeometry Restrictions at Beam PASSCheck Min Bolt Spacing Pass Condition: Smin>= (2+2/3) * dbolt(J3.3)Smin80.00 mm Min bolt spacingdbolt29.15 mm Bolt diameterCheck Max Bolt Spacing Pass Condition: Smax= EDallow(J3.4)Check Max Edge Distance Pass Condition: EDmax= 4*DD 6.35 mm Weld sizeLmin341.60 mm Min weld segment lengthErection Stability PASSCheck condition: Ly>= (d - 2* kdes)/2Ly341.60 mm Connector length (vertical)d 403.86 mm Beam depthkdes37.19 mm Beam filletLmin164.74 mm Min connector lengthBeam Shear Yield 250.00 kN 848.90 kN 0.29 PASSRn= 0.6 *Fy*Agv*Cv= 1.67 (G2-1)Fy7280.87 MPa Minimum yield stress of materialAgv3026.12 mm2Gross area subject to shearCv0.11 Web shear coefficient (G2-5)Rn/ 848.90 kN Shear yield strengthPlate Shear Yield 250.00 kN 6822.73 kN 0.04 PASSRn= 0.6 *Fy*Agv= 1.50 (J4-3)Fy5242.22 MPa Minimum yield stress of materialAgv3253.74 mm2Gross area subject to shearRn/ 6822.73 kN Shear yield strengthBeam Shear Rupture 250.00 kN 5939.78 kN 0.04 PASSRn= 0.6 *Fu*Anv= 2.0 (J4-4)Fu8389.54 MPa Minimum tensile stress of materialAnv2360.00 mm2Net area subject to shearRn/ 5939.78 kN Shear rupture strengthPlate Shear Rupture at Beam 250.00 kN 5405.61 kN 0.05 PASSRn= 0.6 *Fu*Anv= 2.0 (J4-4)Fu7486.05 MPa Minimum tensile stress of materialAnv2406.97 mm2Net area subject to shearRn/ 5405.61 kN Shear rupture strengthBeam Block Shear 250.00 kN 5983.13 kN 0.04 PASSRn= [ min(0.6*Fu*Anv, 0.6*Fy*Agv) + Ubs*Fu*Ant] = 2.00 (J4-5)Agv2464.45 mm2Gross area subject to shearAnv1881.59 mm2Net area subject to shearUbs1.00 Uniform tension stress factorAnt297.38 mm2Net area subject to tensionFu8389.54 MPa Minimum tensile stress of materialFy7280.87 MPa Minimum yield stress of materialRn/ 5983.13 kN Block shear strengthPlate Block Shear 250.00 kN 5771.03 kN 0.04 PASSRn= [ min(0.6*Fu*Anv, 0.6*Fy*Agv) + Ubs*Fu*Ant] = 2.00 (J4-5)Agv2769.87 mm2Gross area subject to shearAnv2028.94 mm2Net area subject to shearUbs1.00 Uniform tension stress factorAnt378.02 mm2Net area subject to tensionFu7486.05 MPa Minimum tensile stress of materialFy5242.22 MPa Minimum yield stress of materialRn/ 5771.03 kN Block shear strengthLateral Stability / Stabilizer Plates 250.00 kN 1424.32 kN 0.18 PASSRn= 1.500 ** ( (L * tp3) / a2) = 1.67(AISC 14thEq.10-6)V 250.00 kN Applied shear forceP 0.00 kN Applied axial forceR=(V2+ P2)0.5250.00 kN Resultant shear forcea 6.35 cm distance from the support to the first line ofboltstp0.95 cm thickness of plateL 34.16 cm depth of plateRn/ 1424.32 kN available strength to resist lateral displacementPlate Flexural Yield 0.00 PASS(Vr/Vc)2+ (Mr/Mc)2