Good evening, I am trying to design a splice connection for a 1240x40mm CHS prop, which is to support an axial compression force and a bending moment By using the "HS end plate" option it seems I am not allowed to add the bending moment in the connection design By using instead the "BeamBeam" o
I beam splice connection-Connection can be considered as a 'beam splice' with longer bolts • If the beam is connected to a stiffened column web, see Figure 65b, the stiffeners between the column flanges create a similar effect as a connection to the column flange a) beam splice b) beam to stiffened column web Figure 65 Beam to column minor axis jointsGet a shear and moment envelope for the beam • Place the splice at a sensible location that minimises the moment on the beam • Use two web plates either side to transfer the shear • Use a plate on the outside of either flange to transfer the moment • I'm personally a bit lazy and just match the splice plate thicknesses to those of
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Instead of bolted beamtocolumn connections, welded connections can be used These connections can provide full moment continuity but are expensive to produce, especially on site Welded beamtocolumn connections can be prepared in the fabrication workshop with a bolted splice connection within the beam spam, at a position of lower bending moment WeldedSplice Plate connection (AISC) Tension force kN Plate plate thickness d 1 = 10 mm plate width b P = 240 mm Plate and beam steel A36 length of plate L= 250 mm pl width at base b B = 240 mm f y = 250 MPa 60 1 Angle L100 / 100 / 10 f u = 400 MPa Characteristics/ 1 angle Ag= 1900 mm 2b = 0,9 radii not included x= 28,68 mm b f y = 225 MPa
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