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4

Long column is one

A. Which is more than 3 m long

B. Whose lateral dimension is less than 25 cm

C. Which is free at its top

D. Which has a ratio of effective length and least lateral dimension more than 15

Correct Answer :

D. Which has a ratio of effective length and least lateral dimension more than 15


Related Questions

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4

For a cantilever beam of length L built-in at the support and restrained against torsion at the free end, the effective projecting length l is

A. l = 0.7 L

B. l = 0.75 L

C. l = 0.85 L

D. l = 0.5 L

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4

The number of seismic zones in which the country has been divided is

A. 3

B. 5

C. 6

D. 7

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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 channels get twisted symmetrically with regard to its axis

A. Parallel to flanges

B. Parallel to web

C. Perpendicular to flanges

D. Perpendicular to web

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4

Economical depth of a plate girder corresponds to

A. Minimum weight

B. Minimum depth

C. Maximum weight

D. Minimum thickness of web

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4

The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than

A. 45

B. 55

C. 62

D. 82

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4

The permissible stress in bending for rolled steel I-beams and channels, is

A. 1500 kg/cm2

B. 1575 kg/cm2

C. 945 kg/cm2

D. 1650 kg/cm2

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4

In the virtual work method, the virtual quantity is

A. Displacement

B. Load

C. Slope

D. Moment

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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

Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is

A. 180

B. 200

C. 250

D. 350

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4

Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or

A. 16 times the thickness of outside plate

B. 24 times the thickness of outside plate

C. 32 times the thickness of outside plate

D. 36 times the thickness of outside plate

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4

A second horizontal stiffener is always placed at the neutral axis of the girder if the thickness of the web is less than

A. d/250 for structural steel

B. d/225 for high tensile steel

C. Both (c) and (b)

D. Neither (a) nor (b)

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4

According to I.S. : 800 - 1871, lacing bars resist transverse shear equal to

A. 1.0% of the axial load

B. 2.0% of the axial load

C. 2.5% of the axial load

D. 3.0% of the axial load

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4

Lug angles

A. Are used to reduce the length of connection

B. Are unequal angles

C. Increases shear lag

D. All the above

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4

The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as

A. Unstiffened seated connection

B. Stiffened seated connection

C. Seated connection

D. None of these

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4

A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is

A. < 19

B. < 24

C. > 19

D. > 24

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4

In a built up section carrying a tensile force, the flanges of two channels are turned outward

A. To simplify the transverse connections

B. To minimise lacing

C. To have greater lateral rigidity

D. All the above

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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

For a standard 45° fillet, the ratio of size of fillet to throat thickness is

A. 1 : 1

B. 1 : √2

C. √2 : 1

D. 2 : 1

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4

An imaginary line along which rivets are placed, is known as

A. Rivet line

B. Back line

C. Gauge line

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

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

If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

A. 120 mm

B. 160 mm

C. 200 mm

D. 300 mm

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4

Outstanding length of a compression member consisting of a channel, is measured as

A. Half of the nominal width

B. Nominal width of the section

C. From the edge to the first row of rivets

D. None of these

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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

Number of rivets required in a joint, is

A. Load/Shear strength of a rivet

B. Load/Bearing strength of a rivet

C. Load/Tearing strength of a rivet

D. Load/Rivet value

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4

For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to

A. Bending moment at the centre of the beam

B. Half the bending moment at the centre of the beam

C. Twice the bending moment at the centre of the beam

D. None of these

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4

The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of

A. 75 t²/h

B. 125 t3/h²

C. 125 t²/h

D. 175 t²/h Where, t = the web thickness in mm and h = the outstand of stiffener in mm

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4

Bolts are most suitable to carry

A. Shear

B. Bending

C. Axial tension

D. Shear and bending

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4

With a percentage increase of carbon in steel, decreases its

A. Strength

B. Hardness

C. Brittleness

D. Ductility