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
I beam splice connectionのギャラリー
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