Conexión Ménsula
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Toshiba Current Date: 10/06/2015 12:03 p. m. Units system: SI File name: E:\JOSE ANAYA\PROYECTOS\NO SGC\HOMI Educativo Obra\Conexión Ménsula.cnx\ Steel connections Detailed report __________________________________________________________________________________________________________________________ __________________________________________________________________________________ Connection name : DW_BCF Connection ID : 1M Design code : AISC 360-2005 LRFD __________________________________________________________________________________ Family : Directly welded flanges (DW) Type : Beam - Column flange (BCF) Description : Voladizo LOADS Members Load Type V2 V3 M33 M22 Axial [KN] [KN] [KN*m] [KN*m] [KN] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Right beam 1M - DL Design -- -- 123.95 -- -- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. References ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Transverse stiffeners Length [mm] 225.00 112.50 -- Sec. J10.8 Width [mm] 120.00 76.25 -- Sec. J10.8 Thickness [mm] 19.00 8.00 -- Sec. J10.8 Weld size [1/16in] 6 6 -- DG 13 Eq. 4.3-6 Doublers Recommended thickness for beveling and welding [mm] 19.00 16.06 -- Sec. G2.1, DG 13 Eq. 4.4-4 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Support Panel web shear [KN] 887.97 568.58 1M - DL 0.64 Sec. J10-6, Eq. J10-9 Bottom local flange bending [KN] 1021.19 568.58 1M - DL 0.56 Eq. J10-1 Local web yielding [KN] 1482.17 568.58 1M - DL 0.38 Eq. J10-3 Transverse stiffeners - top Yielding strength due to axial load [KN] 803.04 0.00 1M - DL 0.00 Eq. D2-1 Compression strength [KN] 773.54 0.00 1M - DL 0.00 Eq. J4-6 Flange weld capacity [KN] 760.61 0.00 1M - DL 0.00 Eq. J2-4 Web weld capacity [KN] 1121.44 0.00 1M - DL 0.00 Eq. J2-4 Transverse stiffeners - bottom Yielding strength due to axial load [KN] 803.04 350.42 1M - DL 0.44 Eq. D2-1 Compression strength [KN] 773.54 0.00 1M - DL 0.00 Eq. J4-6 Flange weld capacity [KN] 760.61 350.42 1M - DL 0.46 Eq. J2-4 Page1
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Conexión Ménsula
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ToshibaCurrent Date: 10/06/2015 12:03 p. m.Units system: SIFile name: E:\JOSE ANAYA\PROYECTOS\NO SGC\HOMI Educativo Obra\Conexin Mnsula.cnx\
Steel connectionsDetailed report__________________________________________________________________________________________________________________________
__________________________________________________________________________________
Connection name : DW_BCFConnection ID : 1MDesign code : AISC 360-2005 LRFD
__________________________________________________________________________________
Family : Directly welded flanges (DW)Type : Beam - Column flange (BCF)Description : Voladizo
LOADS
Members Load Type V2 V3 M33 M22 Axial[KN] [KN] [KN*m] [KN*m] [KN]
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Right beam 1M - DL Design -- -- 123.95 -- -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Transverse stiffenersLength [mm] 225.00 112.50 -- Sec. J10.8Width [mm] 120.00 76.25 -- Sec. J10.8Thickness [mm] 19.00 8.00 -- Sec. J10.8Weld size [1/16in] 6 6 -- DG 13 Eq. 4.3-6
DoublersRecommended thickness for beveling and welding [mm] 19.00 16.06 -- Sec. G2.1,
DG 13 Eq. 4.4-4------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
SupportPanel web shear [KN] 887.97 568.58 1M - DL 0.64 Sec. J10-6,
Eq. J10-9Bottom local flange bending [KN] 1021.19 568.58 1M - DL 0.56 Eq. J10-1Local web yielding [KN] 1482.17 568.58 1M - DL 0.38 Eq. J10-3
Transverse stiffeners - topYielding strength due to axial load [KN] 803.04 0.00 1M - DL 0.00 Eq. D2-1Compression strength [KN] 773.54 0.00 1M - DL 0.00 Eq. J4-6Flange weld capacity [KN] 760.61 0.00 1M - DL 0.00 Eq. J2-4Web weld capacity [KN] 1121.44 0.00 1M - DL 0.00 Eq. J2-4
Transverse stiffeners - bottomYielding strength due to axial load [KN] 803.04 350.42 1M - DL 0.44 Eq. D2-1Compression strength [KN] 773.54 0.00 1M - DL 0.00 Eq. J4-6Flange weld capacity [KN] 760.61 350.42 1M - DL 0.46 Eq. J2-4
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Web weld capacity [KN] 1121.44 350.42 1M - DL 0.31 Eq. J2-4--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Critical strength ratio 0.64--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
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