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
D. Which has a ratio of effective length and least lateral dimension more than 15
l = 0.7 L
l = 0.75 L
l = 0.85 L
l = 0.5 L
3
5
6
7
The minimum pitch should not be less than 2.5 times the gross diameter of the river
The minimum pitch should not be less than 12 times the gross diameter of the rivet
The maximum pitch should not exceed 10 times the thickness or 150 mm whichever is less in compression
All the above
Parallel to flanges
Parallel to web
Perpendicular to flanges
Perpendicular to web
Minimum weight
Minimum depth
Maximum weight
Minimum thickness of web
45
55
62
82
1500 kg/cm2
1575 kg/cm2
945 kg/cm2
1650 kg/cm2
Displacement
Load
Slope
Moment
16 kg/cm2
18 kg/cm2
20 kg/cm2
22 kg/cm2
180
200
250
350
16 times the thickness of outside plate
24 times the thickness of outside plate
32 times the thickness of outside plate
36 times the thickness of outside plate
d/250 for structural steel
d/225 for high tensile steel
Both (c) and (b)
Neither (a) nor (b)
1.0% of the axial load
2.0% of the axial load
2.5% of the axial load
3.0% of the axial load
Are used to reduce the length of connection
Are unequal angles
Increases shear lag
All the above
Unstiffened seated connection
Stiffened seated connection
Seated connection
None of these
< 19
< 24
> 19
> 24
To simplify the transverse connections
To minimise lacing
To have greater lateral rigidity
All the above
a - [b/{1 + 0.35 (b/a)}]
a + [b/{1 + 0.35 (b/a)}]
a - [b/{1 + 0.2 (b/a)}]
a + [b/{1 + 0.2 (b/a)}]
1 : 1
1 : √2
√2 : 1
2 : 1
Rivet line
Back line
Gauge line
All the above
1.0 mm
1.2 mm
1.4 mm
1.6 mm
Loaded columns are supported on column bases
Column bases transmit the column load to the concrete foundation
Column load is spread over a large area on concrete
All the above
120 mm
160 mm
200 mm
300 mm
Half of the nominal width
Nominal width of the section
From the edge to the first row of rivets
None of these
Dead load includes self-weight of the structure and super-imposed loads permanently attached to the structure
Dead loads change their positions and vary in magnitude
Dead loads are known in the beginning of the design
None of these
Load/Shear strength of a rivet
Load/Bearing strength of a rivet
Load/Tearing strength of a rivet
Load/Rivet value
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
75 t²/h
125 t3/h²
125 t²/h
175 t²/h Where, t = the web thickness in mm and h = the outstand of stiffener in mm
Shear
Bending
Axial tension
Shear and bending
Strength
Hardness
Brittleness
Ductility