2.34
1.0
2.33
2.01

2.0 d
2.5 d
1.5 d
3.0 d

## Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

1.0
between 0.5 and 1.0
0.5
0

## Design of Steel Structure Bolts are most suitable to carry

shear
bending
axial tension
shear and bending

## Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

both (b) or (c)
unequal legged angles with short legs back to back
unqual legged angles with long legs back to back
equal angles back to back

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

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