Pb Hea140 Portico Eje c3 c4
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Toshiba Current Date: 16/06/2015 12:53 p. m. Units system: SI Steel connections Detailed report __________________________________________________________________________________________________________________________ __________________________________________________________________________________ Connection name : BPl_CB_B=228.6[mm]_N=381[mm]_tp=22.22[mm]_diam=0_hef=50.8[mm]_W=7.94[mm] Connection ID : 1 Design code : AISC 360-2005 LRFD __________________________________________________________________________________ Family : Base plate (BPl) Type : Column - Base (CB) Description : Placa Base HOMI-Portico LOADS Members Load Type V2 V3 M33 M22 Axial [KN] [KN] [KN*m] [KN*m] [KN] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Column 1 - DL Design -7.71 -- 6.93 -- -241.10 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Design for major axis Base plate (AISC 360-05 LRFD) GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. References ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Base plate Longitudinal dimension [mm] 400.00 162.70 -- Transversal dimension [mm] 300.00 155.70 -- Distance from anchor to edge [mm] 60.00 28.57 -- Tables J3.4, J3.5 Weld size [1/16in] 4 3 -- table J2.4 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Pedestal Axial bearing [KN/mm2] 0.01 0.00 1 - DL 0.18 Base plate Flexural yielding (bearing interface) [KN*m/m] 20.27 19.45 1 - DL 0.96 DG1 Sec 3.1.2, DG1 Eq. 3.3.13 Flexural yielding (tension interface) [KN*m/m] 20.27 0.00 1 - DL 0.00 DG1 Eq. 3.3.13 Column Weld capacity [KN/m] 1462.77 0.00 1 - DL 0.00 p. 8-9, Sec. J2.5, Sec. J2.4 Page1
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Pb Hea140 Portico Eje c3 c4
Transcript of Pb Hea140 Portico Eje c3 c4
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ToshibaCurrent Date: 16/06/2015 12:53 p. m.Units system: SI
Steel connectionsDetailed report__________________________________________________________________________________________________________________________
__________________________________________________________________________________
Connection name :BPl_CB_B=228.6[mm]_N=381[mm]_tp=22.22[mm]_diam=0_hef=50.8[mm]_W=7.94[mm]Connection ID : 1Design code : AISC 360-2005 LRFD
__________________________________________________________________________________
Family : Base plate (BPl)Type : Column - Base (CB)Description : Placa Base HOMI-Portico
LOADS
Members Load Type V2 V3 M33 M22 Axial[KN] [KN] [KN*m] [KN*m] [KN]
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Column 1 - DL Design -7.71 -- 6.93 -- -241.10---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Design for major axis
Base plate (AISC 360-05 LRFD)GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Base plateLongitudinal dimension [mm] 400.00 162.70 --Transversal dimension [mm] 300.00 155.70 --Distance from anchor to edge [mm] 60.00 28.57 -- Tables J3.4,
J3.5Weld size [1/16in] 4 3 -- table J2.4
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
PedestalAxial bearing [KN/mm2] 0.01 0.00 1 - DL 0.18
Base plateFlexural yielding (bearing interface) [KN*m/m] 20.27 19.45 1 - DL 0.96 DG1 Sec 3.1.2,
DG1 Eq. 3.3.13Flexural yielding (tension interface) [KN*m/m] 20.27 0.00 1 - DL 0.00 DG1 Eq. 3.3.13
ColumnWeld capacity [KN/m] 1462.77 0.00 1 - DL 0.00 p. 8-9,
Sec. J2.5,Sec. J2.4
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Elastic method weld shear capacity [KN/m] 975.18 41.90 1 - DL 0.04 p. 8-9,Sec. J2.5,Sec. J2.4
Elastic method weld axial capacity [KN/m] 1462.77 221.92 1 - DL 0.15 p. 8-9,Sec. J2.5,Sec. J2.4
Anchors (ACI 318-08)GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
AnchorsAnchor spacing [mm] 180.00 63.50 -- Sec. D.8.1Distance from anchor to edge [mm] 85.00 76.20 -- Sec. D.7.7.1Effective length [mm] 165.87 -- 684.13
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Steel strength of anchor in tension [KN] 43.73 0.00 1 - DL 0.00 Eq. D-3Breakout of anchor in tension [KN] 32.91 0.00 1 - DL 0.00 Eq. D-4,
Sec. D.3.3.3Pullout of anchor in tension [KN] 20.69 0.00 1 - DL 0.00 Sec. D.3.3.3Steel strength of anchor in shear [KN] 22.74 1.93 1 - DL 0.08 Eq. D.20Breakout of anchor in shear [KN] 12.26 1.93 1 - DL 0.16 Sec. D.3.3.3Breakout of group of anchors in shear [KN] 34.70 7.71 1 - DL 0.22 Sec. D.3.3.3Pryout of anchor in shear [KN] 65.82 1.93 1 - DL 0.03 Eq. D-4,
Sec. D.3.3.3--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Critical strength ratio 0.96--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Design for minor axis
Base plate (AISC 360-05 LRFD)GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Base plateLongitudinal dimension [mm] 300.00 155.70 --Transversal dimension [mm] 400.00 162.70 --Distance from anchor to edge [mm] 60.00 28.57 -- Tables J3.4,
J3.5Weld size [1/16in] 4 3 -- table J2.4
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
PedestalAxial bearing [KN/mm2] 0.01 0.00 1 - DL 0.18
Base plateFlexural yielding (bearing interface) [KN*m/m] 20.27 16.65 1 - DL 0.82 DG1 Sec 3.1.2Flexural yielding (tension interface) [KN*m/m] 20.27 0.00 1 - DL 0.00 DG1 Eq. 3.3.13
ColumnWeld capacity [KN/m] 1462.77 0.00 1 - DL 0.00 p. 8-9,
Sec. J2.5,
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Sec. J2.4Elastic method weld shear capacity [KN/m] 975.18 0.00 1 - DL 0.00 p. 8-9,
Sec. J2.5,Sec. J2.4
Elastic method weld axial capacity [KN/m] 1462.77 0.00 1 - DL 0.00 p. 8-9,Sec. J2.5,Sec. J2.4
Anchors (ACI 318-08)GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
AnchorsAnchor spacing [mm] 180.00 63.50 -- Sec. D.8.1Distance from anchor to edge [mm] 85.00 76.20 -- Sec. D.7.7.1Effective length [mm] 165.87 -- 684.13
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Steel strength of anchor in tension [KN] 43.73 0.00 1 - DL 0.00 Eq. D-3Breakout of anchor in tension [KN] 32.91 0.00 1 - DL 0.00 Eq. D-4,
Sec. D.3.3.3Pullout of anchor in tension [KN] 20.69 0.00 1 - DL 0.00 Sec. D.3.3.3Steel strength of anchor in shear [KN] 22.74 0.00 1 - DL 0.00 Eq. D.20Breakout of anchor in shear [KN] 14.39 0.00 1 - DL 0.00 Sec. D.3.3.3Pryout of anchor in shear [KN] 65.82 0.00 1 - DL 0.00 Eq. D-4,
Sec. D.3.3.3--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Critical strength ratio 0.82----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Global critical strength ratio 0.96--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Biaxial analysisMaximum compression and tension (1 - DL)
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Maximum bearing pressure : 0.00235 [KN/mm2]Minimum bearing pressure : 0.00235 [KN/mm2]Maximum anchor tension : 0.00000 [KN]Minimum anchor tension : 0.00000 [KN]Neutral axis angle : -180.00000Bearing length : 342.51348 [mm]
Anchors tensionsAnchor Transverse Longitudinal Shear Tension
[mm] [mm] [KN] [KN]---------------------------------------------------------------------------------------------------------
1 -90.00 -140.00 -1.93 0.002 -90.00 140.00 -1.93 0.003 90.00 140.00 -1.93 0.004 90.00 -140.00 -1.93 0.00
---------------------------------------------------------------------------------------------------------
Major axis anchor groupsResults for shear breakout (1 - DL)
Group Area Shear Anchors[mm2] [KN]
---------------------------------------------------------------------------------------------------------1 55.46 3.86 1, 42 246.38 7.71 1, 2, 3, 4
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