Placa Base 150X100X6
6
Toshiba Steel connections Detailed report ________________________________________________________________________________________________________________________ ________________________________________________________________________________ Connection name : Placa Base 150X100X6 Connection ID : 1 Design code : AISC 360-2005 LRFD ________________________________________________________________________________ Family : Base plate (BPl) Type : Column - Base (CB) LOADS Members Load Type V2 V3 M33 M22 Axial [KN] [KN] [KN*m] [KN*m] [KN] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Column 1 - DL Design 2.60 2.40 3.46 2.96 -47.42 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design for major axis Base plate (AISC 360-05 LRFD) GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. References ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Longitudinal dimension [mm] 200.00 112.70 -- Base plate Transversal dimension [mm] 250.00 162.70 -- Distance from anchor to edge [mm] 30.00 28.57 -- Tables J3.4, J3.5 Weld size [1/16in] 4 2 -- table J2.4 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Axial bearing [KN/mm2] 0.02 0.00 1 - DL 0.10 Concrete base Flexural yielding (bearing interface) [KN*m/m] 14.12 3.43 1 - DL 0.24 DG1 Sec 3.1.2, Base plate DG1 Eq. 3.3.13 Flexural yielding (tension interface) [KN*m/m] 14.12 1.83 1 - DL 0.13 DG1 Eq. 3.3.13 Weld capacity [KN/m] 1462.77 56.87 1 - DL 0.04 HSS Manual p. 7-10, Column p. 8-9, Sec. J2.5, Sec. J2.4 Elastic method weld shear capacity [KN/m] 975.18 16.03 1 - DL 0.02 p. 8-9, Sec. J2.5, Sec. J2.4 Elastic method weld axial capacity [KN/m] 1462.77 188.73 1 - DL 0.13 p. 8-9, Sec. J2.5, Sec. J2.4
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Placa Base 150X100X6
Transcript of Placa Base 150X100X6
Toshiba Steel connections Detailed report ________________________________________________________________________________________________________________________ ________________________________________________________________________________ Connection name:Placa Base 150X100X6 Connection ID:1 Design code:AISC 360-2005 LRFD ________________________________________________________________________________ Family:Base plate (BPl) Type:Column - Base (CB) LOADS MembersLoadTypeV2V3M33M22Axial [KN][KN][KN*m][KN*m][KN] ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Column1 - DLDesign2.602.403.462.96-47.42 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design for major axi s Base plate (AISC 360-05 LRFD) GEOMETRIC CONSIDERATIONS DimensionsUnitValueMin. valueMax. valueSta.References ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Longitudinal dimension[mm]200.00112.70-- Base plate Transversal dimension[mm]250.00162.70-- Distance from anchor to edge[mm]30.0028.57--Tables J 3.4, J 3.5 Weld size[1/16in]42--table J 2.4 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DESIGN CHECK VerificationUnitCapacityDemandCtrl EQRatioReferences ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Axial bearing[KN/mm2]0.020.001 - DL0.10 Concrete base Flexural yielding (bearing interface)[KN*m/m]14.123.431 - DL0.24DG1 Sec 3.1.2, Base plate DG1 Eq. 3.3.13 Flexural yielding (tension interface)[KN*m/m]14.121.831 - DL0.13DG1 Eq. 3.3.13 Weld capacity[KN/m]1462.7756.871 - DL0.04HSS Manual p. 7-10, Column p. 8-9, Sec. J 2.5, Sec. J 2.4 Elastic method weld shear capacity[KN/m]975.1816.031 - DL0.02p. 8-9, Sec. J 2.5, Sec. J 2.4 Elastic method weld axial capacity[KN/m]1462.77188.731 - DL0.13p. 8-9, Sec. J 2.5, Sec. J 2.4 Anchors (ACI 318-08) GEOMETRIC CONSIDERATIONS DimensionsUnitValueMin. valueMax. valueSta.References ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Anchor spacing[mm]140.0063.50--Sec. D.8.1 Anchors Distance from anchor to edge[mm]155.0076.20--Sec. D.7.7.1 Effective length[mm]515.87--684.13 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DESIGN CHECK VerificationUnitCapacityDemandCtrl EQRatioReferences ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Steel strength of anchor in tension[KN]43.733.671 - DL0.08Eq. D-3 Breakout of anchor in tension[KN]113.503.671 - DL0.03Eq. D-4, Sec. D.3.3.3 Breakout of group of anchors in tension[KN]113.507.331 - DL0.06Eq. D-5, Sec. D.3.3.3 Pullout of anchor in tension[KN]20.693.671 - DL0.18Sec. D.3.3.3 Steel strength of anchor in shear[KN]22.740.651 - DL0.03Eq. D.20 Breakout of anchor in shear[KN]43.170.651 - DL0.02Sec. D.3.3.3 Breakout of group of anchors in shear[KN]43.172.601 - DL0.06Sec. D.3.3.3 Pryout of anchor in shear[KN]227.000.651 - DL0.00Eq. D-4, Sec. D.3.3.3 Pryout of group of anchors in shear[KN]227.001.301 - DL0.01Eq. D-5, Sec. D.3.3.3 Interaction of tensile and shear forces1.200.001 - DL0.00Eq. D-32 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Critical strength ratio0.24 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design for minor axis Base plate (AISC 360-05 LRFD) GEOMETRIC CONSIDERATIONS DimensionsUnitValueMin. valueMax. valueSta.References ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Longitudinal dimension[mm]250.00162.70-- Base plate Transversal dimension[mm]200.00112.70-- Distance from anchor to edge[mm]30.0028.57--Tables J 3.4, J 3.5 Weld size[1/16in]42--table J 2.4 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DESIGN CHECK VerificationUnitCapacityDemandCtrl EQRatioReferences ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Axial bearing[KN/mm2]0.020.001 - DL0.08 Concrete base Flexural yielding (bearing interface)[KN*m/m]14.122.521 - DL0.18DG1 Sec 3.1.2, Base plate DG1 Eq. 3.3.13 Flexural yielding (tension interface)[KN*m/m]14.120.821 - DL0.06DG1 Eq. 3.3.13 Weld capacity[KN/m]1462.7725.441 - DL0.02HSS Manual p. 7-10, Column p. 8-9, Sec. J 2.5, Sec. J 2.4 Elastic method weld shear capacity[KN/m]975.189.151 - DL0.01p. 8-9, Sec. J 2.5, Sec. J 2.4 Elastic method weld axial capacity[KN/m]1462.77131.561 - DL0.09p. 8-9, Sec. J 2.5, Sec. J 2.4 Anchors (ACI 318-08) GEOMETRIC CONSIDERATIONS DimensionsUnitValueMin. valueMax. valueSta.References ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Anchor spacing[mm]140.0063.50--Sec. D.8.1 Anchors Distance from anchor to edge[mm]155.0076.20--Sec. D.7.7.1 Effective length[mm]515.87--684.13 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DESIGN CHECK VerificationUnitCapacityDemandCtrl EQRatioReferences ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Steel strength of anchor in tension[KN]43.731.641 - DL0.04Eq. D-3 Breakout of anchor in tension[KN]113.501.641 - DL0.01Eq. D-4, Sec. D.3.3.3 Breakout of group of anchors in tension[KN]124.103.281 - DL0.03Eq. D-5, Sec. D.3.3.3 Pullout of anchor in tension[KN]20.691.641 - DL0.08Sec. D.3.3.3 Steel strength of anchor in shear[KN]22.740.601 - DL0.03Eq. D.20 Breakout of anchor in shear[KN]30.190.601 - DL0.02Sec. D.3.3.3 Breakout of group of anchors in shear[KN]39.281.201 - DL0.03Sec. D.3.3.3 Pryout of anchor in shear[KN]227.000.601 - DL0.00Eq. D-4, Sec. D.3.3.3 Pryout of group of anchors in shear[KN]248.191.201 - DL0.00Eq. D-5, Sec. D.3.3.3 Interaction of tensile and shear forces1.200.001 - DL0.00Eq. D-32 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Critical strength ratio0.18 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Global critical strength ratio0.24 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Major axis anal ysi s Maximum compression and tension (1 - DL) Maximum bearing pressure:0.00237 [KN/mm2] Minimum bearing pressure:0.00237 [KN/mm2] Maximum anchor tension:3.66666 [KN] Minimum anchor tension:0.00000 [KN] Neutral axis angle:0.00000 Bearing length:92.36571 [mm] Anchors tensions AnchorTransverseLongitudinalShearTension [mm][mm][KN][KN] --------------------------------------------------------------------------------------------------------- 1-95.00-70.000.650.00 2-95.0070.000.653.67 395.0070.000.653.67 495.00-70.000.650.00 --------------------------------------------------------------------------------------------------------- Minor axis anal ysis Maximum compression and tension (1 - DL) Maximum bearing pressure:0.00174 [KN/mm2] Minimum bearing pressure:0.00174 [KN/mm2] Maximum anchor tension:1.64005 [KN] Minimum anchor tension:0.00000 [KN] Neutral axis angle:0.00000 Bearing length:145.52718 [mm] Anchors tensions AnchorTransverseLongitudinalShearTension [mm][mm][KN][KN] --------------------------------------------------------------------------------------------------------- 1-95.00-70.000.601.64 2-95.0070.000.601.64 395.0070.000.600.00 495.00-70.000.600.00 --------------------------------------------------------------------------------------------------------- Results for tensile breakout (1 - DL) Major axis anchor groups GroupAreaTensionAnchors [mm2][KN] --------------------------------------------------------------------------------------------------------- 1750000.007.332, 3 --------------------------------------------------------------------------------------------------------- Results for shear breakout (1 - DL) GroupAreaShearAnchors [mm2][KN] --------------------------------------------------------------------------------------------------------- 1350.002.601, 2, 3, 4 2350.001.302, 3 --------------------------------------------------------------------------------------------------------- Results for tensile breakout (1 - DL) Minor axis anchor groups GroupAreaTensionAnchors [mm2][KN] --------------------------------------------------------------------------------------------------------- 1820000.003.281, 2 --------------------------------------------------------------------------------------------------------- Results for shear breakout (1 - DL) GroupAreaShearAnchors [mm2][KN] --------------------------------------------------------------------------------------------------------- 1608.062.401, 2, 3, 4 2140.661.203, 4 ---------------------------------------------------------------------------------------------------------
