Moment & Shear Connection Design Between 
Column & Beam : General
This is a front End, Actual program is available with the software.
Factored Bending Moment at Joint in KN-M
Factored Shear At Joint in KN
Factored Axial Force in KN ( -ve for Tension)
Beam Depth in MM
Beam Flange Width in MM
Beam Flange Thickness in MM
Beam Web Thickness in MM
Column Width in MM
Column depth in MM
Column Flange Thickness in MM
Column Web Thickness in MM
Column Radius at Root in MM
Flange Plate Length {L1} in MM
Flange Plate Width {L2} in MM
Flange Plate Thickness {t1} in MM
Web Plate Length {L3} in MM
Web Plate Depth {L4} in MM
Web Plate Thickness {t2} in MM
Number of Bolts in Web
Diameter of Web Bolts in MM
Yield Stress {Fy} in N / MM2
Ultimate Stress {Fu} in N / MM2
Ordinary Black Bolt Grade
                              

 
When Design Button is clicked, following Design Results will be displayed.
  

Moment & Shear Connection Design Between Column & Beam 
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Factored Bending Moment at Joint in KN-M = 150
Factored Shear At Joint in KN = 300
Factored Axial Force in KN ( -ve for Tension) = 0
Beam Depth in MM = 500
Beam Width in MM = 180
Beam Flange Thickness in MM = 17.2
Beam Web Thickness in MM = 10.2
Column Width in MM = 250
Column depth in MM = 300
Column Flange Thickness in MM = 10.6
Column Web Thickness in MM = 7.6
Column Radius at Root in MM = 11
Flange Plate Length {L1} in MM = 340
Flange Plate Width {L2} in MM = 150
Flange Plate Thickness {t1} in MM = 10
Web Plate Length {L3} in MM = 140
Web Plate Depth {L4} in MM = 310
Web Plate Thickness {t2} in MM = 12
Number of Bolts in Web = 10
Diameter of Web Bolts in MM = 20
Yield Stress {Fy} in N / MM2 = 250
Ultimate Stress {Fu} in N / MM2 = 410
Ordinery Black Bolt Grade = 4.6

Factored Force in Flange Plate in KN = 290.023
Capacity of Flange Plate in KN = 340.909
Capacity of Butt Weld in KN = 328.125
Min. Size of Fillet Weld Reqd. for Flange Plt. in MM = 6
Min. Size of Fillet Weld Reqd. for Web Plt. in MM = 6
Shear Capacity of Bolts in KN = 517.839
Bearing Capacity of Bolts in KN = 739.5
Capacity of Bolts in KN = 517.839
Shear Capacity of Web Plate in KN = 488.137
Provide Stiffners 116 x 6 MM On Either Side of Col. Web.
No Extra Column Web Plate Required.

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