" Paddle Plate for HSS Beam " connection design locks

A paddle plate that shop welds to a supported HSS/TS beam is designed per " Paddle Plate for HSS Beam " locks when " Use paddle platet " is checked ( ) in the " Connection specifications " for a clip angle or shear connection. Clip angles can weld or bolt to the supporting member and bolt to the paddle plate. A shear plate can shop weld to the supporting member and field bolt to the paddle plate.

VIDEO In a full-featured SDS2 program, " Use paddle plate " is applied to an HSS/TS beam whose " Input connection type " is ' Shear '. Both the checked off ( ) and checked on ( ) results are shown. Note that increasing the " Weld length " also increases the notch length. (Recorded in SDS2 Detailing , v2016.)

(HSS/TS beam, paddle plate shear or clip angle connection, to a column)
(beam " Section size " = HSS/TS)
(" Input connection type " = ' Shear ' or ' Clip angle ' or ' Auto standard ' or ' User defined ')
(" Use paddle plate " for clip angle)
(" Use paddle plate " for shear plate)

" Paddle Plate for HSS Beam "

The top and bottom of the HSS/TS beam is notched for inserting the paddle plate. " Weld length " sets the length of the notch.

Related locks :

Shear Tab (plate), NS/FS Clip

user defined | beam review | top


Connection design locks :

  Paddle Plate for HSS Beam

Length:

Width:

Plate thickness ( thick ):

Weld size ( weld ):

Weld length:

user defined | beam review | top