Procedimiento para el Diseño de Conexión END PLATE 4ES .
Guías de Diseño AISC
sgdfgfdsDescripción completa
Moment Connection - Flush End Plate-19.01.06Full description
procedureFull description
relay test
Cisco
Conexion Tipo End PlateDescripción completa
Descripción completa
Hasil output software Mathcad yang mencakup analisis perhitungan struktur end plate (sambungan kolom baja dan beton) metode LRFDFull description
Flyer placement services is a comprehensive professional consulting and resource Services Company that helps one propel into the future. Our services are geared towards companies operating in India, specifically designed
Descrição: SAP Fiori
llFull description
Nabori od armiranog betonaDeskripsi lengkap
Steel Plate design sheet is attached to it.Full description
design of sickle plateFull description
type of roof
plate separator description
End Plate Connection Design Calculations are inaccordance with the BS5950: Part 1: 1990 and the analysis follows the recommended design procedure checks given in the BCSA/SCI publication "Joints in simple Construction" 2nd Edition. Applied Tensile Force Applied Shear
(Vx^2+Vy^2)^0.5
= = = =
60 20 5 21
kN kN kN kN
Table 33, Grade 43 Table 6, Grade 43 For Grade 43
= = = = =
43 10 460 275 410
mm N/mm2 N/mm2 N/mm2
= = =
= = =
100 6.3 275
mm mm N/mm2
bgrade
=
=
8.8
Number of bolts Number of rows Bolt Diameter Hole Diameter Min. Required Pitch of Bolts Min. Required Edge Distance Pitch of Bolt Group (Vertical) Gauge/Pitch of Bolt (Horizontal) Edge Distance (Vertical) Edge Distance (Horizontal)
End Plate Detail Grade of End Plate Thickness of Plate Bearing Strength of end plate Strength Ultimate Tensile Strength Supported Beam Detail Depth Web Thickness Strength Bolt Connection Detail Bolt Grade
Bolt Group Strength in Shear Shear Capacity of Bolt Group For Top pair of Bolts
Ps Ps
= =
n*ps*As smaller of n*ps*As or 1/2*e1*tp*pbs
=
235.5
kN
=
92
kN
V <= Ps, Applied shear is within plain shear capacity of bolt group
V <= Ps OK!!
Bolt Group Strength in Tension Tension Capacity of Bolt
pt
=
Tension Area of Bolt
As
=
Tension Capacity of Bolt Group
Pt
=
Table 32 for grade2 n * pt * As / 1000
F <= Pbt, Maximum load/bolt is within Tension capacity
=
450
N/mm2
=
157
mm2
=
282.6
kN
F <= Pbt bolt OK!!
Combined Shear and Tension of Bolt Group Applied Shear / Shear Capacity Applied Tension / Tension Capacity Combined Shear and Tension of Bolt
= = =
V / Ps F / Pbt (Fr / Ps) + (Vy / Pt)
= = =
0.11 0.21 0.32
<= 1.4 , OK
= = =
Table 32 for grade 2 tp db * tmin * pbb / 1000
= = =
1035 10 165.6
N/mm2 mm kN
Bolt Group Strength in Bearing The bearing Capacity is taken as the lesser of : (1) Bearing Capacity of Bolt Bearing Strength of Bolt Thinner Material Thickness Bearing Capacity of Bolt
pbb tmin Pbb
Fr <= Pb, Maximum load/bolt is within bearing capacity of Bolt (2) Bearing Capacity of the Thinner Material pbs Bearing Strength Bearing Capacity
Pbs
V <= Pb OK!!
=
Table 33 for grade
=
460
N/mm2
=
db * tmin * pbs / 1000
=
73.6
kN
Fr <= Pb, Maximum load/bolt is within bearing capacity of connecting ply
V <= Pb OK!!
Shear Capacity of End Plate End Plate Plain Shear Strength Shear Area Net Shear Area Shear Capacity Shear Capacity Shear Capacity of Fin Plate
