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4

Lacing bars in a steel column should be designed to resist

A. Bending moment due to 2.5% of the column load

B. Shear force due to 2.5% of the column load

C. 2.5% of the column load

D. Both (A) and (B)

Correct Answer :

B. Shear force due to 2.5% of the column load


Related Questions

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4

The Indian standard code which deals with steel structures, is

A. IS : 875

B. IS : 800

C. IS : 456

D. IS : 1893

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4

Minimum pitch provided in riveted steel tanks is

A. 1.5 d

B. 2.0 d

C. 2.5 d

D. 3.0 d Where d is diameter of rivets

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4

The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

A. 4.5 mm

B. 6 mm

C. 8 mm

D. 10 mm

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4

Pick up the correct statement from the following:

A. Dead load includes self-weight of the structure and super-imposed loads permanently attached to the structure

B. Dead loads change their positions and vary in magnitude

C. Dead loads are known in the beginning of the design

D. None of these

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4

The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is

A. L

B. 0.67 L

C. 0.85 L

D. 1.5 L

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4

Stiffeners are used in a plate girder

A. To reduce the compressive stress

B. To reduce the shear stress

C. To take the bearing stress

D. To avoid bulking of web plate

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4

The basic wind speed is specified at a height 'h' above mean ground level in an open terrain. The value of 'h' is

A. 10 m

B. 20 m

C. 25 m

D. 50 m

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4

The critical stress on a column for elastic buckling given by Euler's formula, is

A. fc = π²E/(I/r)²

B. fc = (I/r)²/ πE

C. fc = (I/r)/ πE

D. fc = π²E/(I/r)

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4

If the depth of two column sections is equal, then the column splice is provided

A. With filler plates

B. With bearing plates

C. With filler and hearing plates

D. None of these

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4

Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds

A. 50 t

B. 85 t

C. 200 t

D. 250 t Where t is thickness of web

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4

The slenderness ratio of a column is zero when its length

A. Is zero

B. Is equal to its radius of gyration

C. Is supported on all sides throughout its length

D. Is between the points of zero moments

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4

If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is

A. a - [b/{1 + 0.35 (b/a)}]

B. a + [b/{1 + 0.35 (b/a)}]

C. a - [b/{1 + 0.2 (b/a)}]

D. a + [b/{1 + 0.2 (b/a)}]

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4

The stress in the wall of a thin cylinder subjected to internal pressure, is

A. Hoop compression

B. Shear

C. Torsional shear

D. Hoop tension

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4

Which of the following conditions is to be satisfied both in elastic and plastic analysis?

A. Equilibrium condition

B. Yield condition

C. Plastic moment condition

D. Mechanism condition

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4

The heaviest I-section for same depth is

A. ISMB

B. ISLB

C. ISHB

D. ISWB

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4

If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is

A. 6

B. 8

C. 10

D. 15

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4

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

A. Bearing stress

B. Working stress

C. Tensile stress

D. Compressive stress

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4

As per IS: 800, in the plastic design, which of the following pairs are correctly matched?
Working Loads Load factor
(i) Dead load 1.7
(ii) Dead Load + imposed load 1.7
(iii) Dead load + load due to wind or 1.3 seismic forces
(iv) Dead load + imposed load + load 1.7 due to wind or seismic forces
Of these statements

A. (i) and (ii) are correct

B. (i), (ii) and (iii) are correct

C. (ii) and (iii) are correct

D. Only (i) is correct

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4

The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm2, is

A. 16 kg/cm2

B. 18 kg/cm2

C. 20 kg/cm2

D. 22 kg/cm2

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4

The beams supporting the steps of a stair are generally known as

A. Headers

B. Trimmers

C. Stringers

D. Spandrel beams

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4

Diameter of a bolt hole is usually taken as

A. Gross diameter of bolt

B. Nominal diameter + 1.5 mm

C. Nominal diameter + 2.0 mm

D. Nominal diameter of bolt

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4

Rolled steel angle sections are classified as

A. Equal angles

B. Unequal angles

C. Bulb angles

D. All the above

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4

In case of cantilever fillers, the ratio of the span L to depth d, should not exceed

A. 4

B. 8

C. 12

D. 16

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4

Pick up the correct statement from the following:

A. Loaded columns are supported on column bases

B. Column bases transmit the column load to the concrete foundation

C. Column load is spread over a large area on concrete

D. All the above

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4

A 20 mm dia steel bar which is subjected to an axial tension of 2300 kg/cm2 produces a strain of 0.004 cm. If Young's modulus of steel is 2.1 × kg/cm2, the bar is

A. In the elastic range

B. In the plastic range

C. At yield point

D. None of these

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4

Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

A. 40 %

B. 50 %

C. 60 %

D. 70 %

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4

The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

A. 1.5

B. 1.7

C. 2.0

D. 2.34

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4

Pick up the correct statement from the following:

A. The minimum pitch should not be less than 2.5 times the gross diameter of the river

B. The minimum pitch should not be less than 12 times the gross diameter of the rivet

C. The maximum pitch should not exceed 10 times the thickness or 150 mm whichever is less in compression

D. All the above

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4

The diameter of a bolt hole is taken as the nominal diameter of the bolt plus

A. 1.0 mm

B. 1.2 mm

C. 1.4 mm

D. 1.6 mm

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4

In a grillage footing, the maximum shear force occurs at the

A. Edge of grillage beam

B. Centre of base plate

C. Centre of grillage beam

D. Centre of base plate