1420 kg/cm2
1500 kg/cm2
2125 kg/cm2
1810 kg/cm2
B. 1500 kg/cm2
Only (i)
Only (iii)
(i) and (ii)
(ii) and (iii)
Diagonal filler weld
End fillet weld
Side fillet weld
All the above
10° to 30°
30° to 40°
40° to 70°
90°
Crippling load
Buckling load
Critical load
All the above
Tension failure of the plate
Shear failure of the rivet
Shear failure of the plate
Crushing failure of the rivet
Bottom chord area
Top chord area
Effective span of bridge
Heaviest axle load of engine
Prohibited
Not prohibited
Permitted at start and end of lacing system only
Permitted between two parts of the lacing
Gross sectional area - area of rivet hole
Gross sectional area + area of rivet hole
Gross sectional area × area of rivet hole
Gross sectional area + area of rivet hole
1.0 mm for rivet diameter upto 12 mm
1.5 mm for rivet diameter exceeding 25 mm
2.0 mm for rivet diameter over 25 mm
None of these
Pc = π²EI/l²
Pc = πEI/l²
Pc = πEI/I²
None of these
The section
The section plus area of rivet holes
The section minus area of rivet holes
The section multiplied by the area of the rivet hole
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
Bending moment at the centre of the beam
Half the bending moment at the centre of the beam
Twice the bending moment at the centre of the beam
None of these
Only (i)
Only (ii)
Both (i) and (ii)
None of the above
Reduced by 25 %
Reduced by 33.3%
Increased by 25 %
Increased by 33.3 %
Modulus of elasticity
Shear modulus of elasticity
Bulk modulus of elasticity
All the above
fb = W/(b + h√3)tw
fb = W/(b + 2h√3)tw
fb = W/(b + 2h√2)tw
fb = W/(b + h√2)tw
Material cost of a rivet is higher than that of a bolt
Tensile strength of a bolt is lesser than that of a rivet
Bolts are used as a temporary fastening whereas rivets are used as permanent fastenings
Riveting is less noisy than bolting
Only on the ultimate stress of the material
Only on the yield stress of the material
Only on the geometry of the section
Both on the yield stress and ultimate stress of material
Moment of inertia/Radius of gyration
Effective length/Area of cross-section
Radius of gyration/Effective length
Radius of gyration/ Area of cross-section
Strength
Hardness
Brittleness
Ductility
Equilibrium and mechanism conditions
Equilibrium and plastic moment conditions
Mechanism and plastic moment conditions
Equilibrium condition only
45
55
62
82
Minimum dimension
Average dimension
Maximum dimension
None of the above
Load is uniformly distributed among all the rivets
Shear stress on a rivet is uniformly distributed over its gross area
Bearing stress in the rivet is neglected
All the above
26 ½°
30°
35°
40°
Rectangular
Solid round
Flat strip
Tubular section
5 %
10 %
15 %
20 %
Weight per metre and depth of its section
Depth of section and weight per metre
Width of flange and weight per metre
Weight per metre and flange width
Rolled steel flats
Rolled angles
Rolled channels
All the above