A. tension failure of the plate
B. shear failure of the rivet
C. shear failure of the plate
D. crushing failure of the rivet
Design of Steel Structures
Design of Steel Structures
A. fully by direct bearing
B. fully through fastenings
C. 50% by direct bearing and 50% through fastenings
D. 75% by direct bearing and 25% through fastenings
A. lap joint
B. butt joint with single cover plate
C. butt joint with double cover plates
D. none of the above
A. ISMB
B. ISLB
C. ISHB
D. ISWB
A. 16 mm
B. 20 mm
C. 24 mm
D. 27 mm
A. 1.0 mm
B. 1.5 mm
C. 2.0 mm
D. 2.5 mm
A. is at the maximum distance from CG of the rivet group
B. is at the minimum distance from CG of the rivet group
C. gives the maximum angle between the two forces Fa and Fm
D. gives the minimum angle between the two forces Fa and Fm
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
A. net area and gross area
B. gross area and net area
C. net area in both cases
D. gross area in both cases
A. only shear stresses
B. only tensile stresses
C. both (A) and (B)
D. none of the above
A. 120 mm
B. 160 mm
C. 200 mm
D. 300 mm
