Category: Design of Steel Structures

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. 1000 litre
B. 1650 litre
C. 1950 litre
D. 2450 litre

A. reduced by 25 %
B. reduced by 33.3%
C. increased by 25 %
D. increased by 33.3 %

A. 650 mm
B. 810 mm
C. 1250 mm
D. 1680 mm

A. 1.23 m above the rail level
B. 1.50 m above the rail level
C. 1.83 m above the rail level
D. 2.13 m above the rail level

A. 1.5dV/C
B. 1.5d¥/C
C. 1.5d¥/C2
D. 1.5dY/C3

where, ‘t’ is the minimum required thick-ness of the web and ‘C is the maximum permitted clear distance between vertical stiffener for thickness ‘t’

A. shear buckling of web plate
B. compression buckling of web plate
C. yielding
D. all of the above

A. 95.0 MPa on net area
B. 105.5 MPa on net area
C. 105.5 MPa on gross area
D. 150.0 MPa on gross area

A. Just above the freezing point
B. At the freezing point
C. Below the freezing point
D. None of these

A. 2Vi % of the top panel wind load to bottom bracing
B. 10% of the top panel wind load to bottom bracing
C. 25% of the top panel wind load to bottom bracing
D. 50% of the top panel wind load to bottom bracing