Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

None of these
C. Both (A) and (B)
Vertical load only
Horizontal shear only

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.)

is at the maximum distance from CG of the rivet group
gives the maximum angle between the two forces Fa and Fm
gives the minimum angle between the two forces Fa and Fm
is at the minimum distance from CG of the rivet group

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Design of Steel Structure
The bracing between two columns of a steel tank will be designed to resist

horizontal shear due to wind or earthquake only
column loads + 2.5% of horizontal shear due to wind or earthquake
horizontal, shear due to wind or earthquake + 2.5% of column loads
column loads + full horizontal shear due to wind or earthquake

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Design of Steel Structure
In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate

50% by direct bearing and 50% through fastenings
75% by direct bearing and 25% through fastenings
Fully through fastenings
Fully by direct bearing

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