The forces acting on the web splice of a plate girder are
A. Axial forces
B. Shear and axial forces
C. Shear and bending forces
D. Axial and bending forces
Answer: Option C
Join The Discussion
Comments (1)
Related Questions on Design of Steel Structures
Rivets connecting flange angles to cover plates in a plate girder are subjected to
A. Horizontal shear only
B. Vertical load only
C. Both (A) and (B)
D. None of the above
When the axis of load lies in the plane of rivet group, then the rivets are subjected to
A. Only shear stresses
B. Only tensile stresses
C. Both (A) and (B)
D. None of the above
Hudson’s formula gives the dead weight of a truss bridge as a function of
A. Bottom chord area
B. Top chord area
C. Effective span of bridge
D. Heaviest axle load of engine

A web splice in a plate girder is designed to transfer both shear forces (due to the vertical loads) and bending moments (which create bending stresses, effectively axial forces in the flanges and varying stresses in the web) across the splice joint. Therefore, the web splice experiences both shear and bending forces.