Q.1

The tensile strength of mild steel for bolts and nuts should not be less than

  • 32 kg/mm2
  • 36 kg/mm2
  • 40 kg/mm2
  • 44 kg/mm2
Q.2

For steel members not exposed to weather, the thickness of steel should not be less than

  • 4.5 mm
  • 6 mm
  • 8 mm
  • 10 mm
Q.3

If N is the number of rivets in the joint, the strength of a riveted joint against shearing of rivets, is given by

  • Ps = N x (π/4) d2 x Ps
  • Ps = N x (d x t x ps)
  • Ps = N x (p - d) x t x Ps
  • Ps = N x (P + d) x t x ps.
  • none of these.
Q.4

When a large value of radius of gyration is not required

  • channels are placed back to back
  • channel flanges are kept inward
  • channel flanges are kept outward
  • none of these.
Q.5

When two plates are placed end to end and are joined by two cover plates, the joint is known as

  • lap joint
  • butt joint
  • chain riveted lap joint
  • zig-zag riveted lap joint
  • double cover butt joint.
Q.6

Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to

  • 50%
  • 60%
  • 70%
  • 80%
  • 40%
Q.7

The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed

  • 60
  • 45
  • 35
  • 25
  • 20
Q.8

The main advantage of a steel member, is :

  • its high strength
  • its gas and water tightness
  • its long service life
  • all the above.
Q.9

Long column is one

  • which is more than 3 m long
  • whose lateral dimension is less than 25 cm
  • which is free at its top
  • which has a ratio of effective length and least lateral dimension more than 15.
Q.10

For a cantilever beam of length L continuous at the support and unrestrained against torsion at the support and free at the end, the effective length l is equal to

  • l = L
  • l = 2L
  • l = 0.5L
  • l = 3L
  • l = 3.5L
Q.11

The minimum width B of a solid casing for a cased beam, is equal to

  • B = b + 25 mm
  • B = b + 50 mm
  • B = b + 75 mm
  • B = b + 100 mm
  • B = b + 125 mm
Q.12

For a steel member of slenderness ratiothe allowable stress iskg/cm2 if it is

  • HTW grade of thickness exceeding 32 mm
  • HT grade of thickness exceeding 45 mm
  • HT grade of thickness not exceeding 45 mm
  • All the above.
Q.13

Pick up the correct statement from the following:

  • The steel beams placed in plain cement concrete, are known as reinforced beams
  • The filler joists are generally continuous over three-supports only
  • Continuous fillers are connected to main beams by means of cleat angles
  • Continuous fillers are supported by main steel beams
  • All the above.
Q.14

The allowable stress in axial tension is generally kept less if thickness of the member is more than

  • 10 mm
  • 12 mm
  • 15 mm
  • 20 mm
  • 22 mm
Q.15

A riveted joint many experience

  • tearing failure of plates
  • bearing failure of plates
  • splitting failure of plates at the edges
  • bearing failure of rivets
  • all the above.
Q.16

In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as

  • overall depth
  • clear depth
  • effective depth
  • none of these.
Q.17

A riveted joint may experience

  • shear failure
  • shear failure of plates
  • bearing failure
  • bearing failure of rivets
  • all the above.
Q.18

The minimum pitch of rivet holes of diameter d should not be less than

  • d
  • 1.25 d
  • 1.5 d
  • 2 d
  • 2.5 d
Q.19

For steel members exposed to weather and not accessible for repainting, the thickness of steel should not be less than

  • 4.5 mm
  • 6 mm
  • 8 mm
  • 10 mm
Q.20

The maximum axial load which is just sufficient to keep a column in a small deflected shape, is called

  • crippling load
  • buckling load
  • critical load
  • all the above.
Q.21

Bulb angles are used in

  • column building
  • bridge building
  • ship building
  • water tank building.
Q.22

The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is

  • 1500 kg/cm2
  • 1420 kg/cm2
  • 1650 kg/cm2
  • 2285 kg/cm2
Q.23

Rolled steel beams are :

  • mainly used to resist bending stress
  • used as independent sections to resist compressive stress
  • used as independent sections to resist tensile stress
  • All the above.
Q.24

On steel structures the dead load is the weight of

  • steel work
  • material fastened to steel work
  • material supported permanently
  • all the above.
Q.25

Design of a riveted joint is based on the assumption:

  • Bending stress in rivets is accounted for
  • Riveted hole is assumed to be completely filled by the rivet
  • Stress in the plate in not uniform
  • Friction between plates is taken into account
  • None of these.
Q.26

The permissible stress to which a structural member can be subjected to, is known as

  • bearing stress
  • working stress
  • tensile stress
  • compressive stress
  • all the above.
Q.27

The thickness of the web of a mild steel plate girder is less than d/If only one horizontal stiffener is used, it is placed at

  • the neutral axis of the section
  • 2/3rd of the depth of the neutral axis from the compression flange
  • 2/5th of the depth of the neutral axis from the compression flange
  • 2/5th of the height of the neutral axis from tension flange
  • none of these.
Q.28

The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called

  • modulus of elasticity
  • shear modulus of elasticity
  • bulk modulus of elasticity
  • tangent modulus of elasticity
  • all the above.
Q.29

The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is

  • 0.5 L
  • 0.67 L
  • 0.85 L
  • L
  • 2 L
Q.30

According to I.S. :-lacing bars resist transverse shear equal to

  • 1.0% of the axial load
  • 2.0% of the axial load
  • 2.5% of the axial load
  • 3.0% of the axial load
  • 4.0% of the axial load.
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