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What is the correct answer?

4

Effective length of a column effectively held in position at both ends and restrained in direction at one end, is

A. L

B. 0.67 L

C. 0.85 L

D. 1.5 L

Correct Answer :

C. 0.85 L


Related Questions

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4

When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

A. Black bolt

B. Ordinary unfinished bolt

C. Turned and fitted bolt

D. High strength bolt

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4

Design of a riveted joint, is based on the assumption:

A. Load is uniformly distributed among all the rivets

B. Shear stress on a rivet is uniformly distributed over its gross area

C. Bearing stress in the rivet is neglected

D. All the above

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4

In case of timber structures, the simple bending formula M = fz may be applied for

A. Rectangular beams up to 300 mm depth

B. All rectangular beams

C. Solid circular beams only

D. All square cross-section beams

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4

When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from

A. Each web

B. Each flange

C. Each web or one hole from each flange whichever is more

D. Each web or one hole from each flange whichever is less

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4

For a steel grillage footing to support two unequal column loads

A. Line of action of the resultant of two column loads, is made to coincide with the centre of gravity of the base of the footing

B. Trapezoidal shape is used for the base footing

C. Projections of beams on either side in lower tier are such that bending moments under columns are equal

D. All the above

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4

The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is

A. WL3/3EI

B. WL4/3EI

C. WL3/48EI

D. 5WL4/384EI

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4

When the axis of load lies in the plane of rivet group, then the rivets are subjected to

A. Only shear stresses

B. Only tensile stresses

C. Both (A) and (B)

D. None of the above

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4

The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

A. 1.0 mm

B. 1.5 mm

C. 2.0 mm

D. 2.5 mm

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4

The bracing provided in the plane of end posts is called

A. Sway bracing

B. Portal bracing

C. Top lateral bracing

D. Bottom lateral bracing

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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

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

Minimum spacing of vertical stiffeners is limited to

A. d/4

B. d/3

C. d/2

D. 2d/3 Where d is the distance between flange angles

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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

Select the correct statement

A. Material cost of a rivet is higher than that of a bolt

B. Tensile strength of a bolt is lesser than that of a rivet

C. Bolts are used as a temporary fastening whereas rivets are used as permanent fastenings

D. Riveting is less noisy than bolting

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4

Live load

A. Varies in magnitude

B. Varies in position

C. Is expressed as uniformly distributed load

D. All the above

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4

The portal bracing in a truss bridge is used to

A. Transfer load from top of end posts to bearings

B. Keep the rectangular shape of the bridge cross-section

C. Stiffen the structure laterally

D. Prevent the sides-way buckling of top chord

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4

The effective length of a compression member of length L held in position at both ends but not restrained in direction, is

A. L

B. 0.67 L

C. 0.85 L

D. 1.5 L

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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

With usual notations of the letters, the shear stress fs at any point of the cross-section is given by

A. fs =FQ/It

B. fs =Ft/IQ

C. fs =It/FQ

D. fs =IF/Qt

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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

Assuming the values of maximum deviation ΔP and ΔE to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is

A. 1.00

B. 0.67

C. 1.67

D. 2.67

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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

If L is the overall length of a combined footing having A as its area, d being the distance between the centre of gravity of the base and centre of the base, the larger width b is

A. (A/L) + (3Ad/L²)

B. (A/L) + (6Ad/L²)

C. (A/L) - (6Ad/L²)

D. (A/L) - (3Ad/L²)

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4

The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is upto a height of

A. The effective span

B. 1.25 times the effective span

C. 1.50 times the effective span

D. 2.0 times the effective span

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4

For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).

A. 4 mm

B. 6 mm

C. 8 mm

D. 10 mm

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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

Which of the following sections should preferably be used at places where torsion occurs?

A. Angle section

B. Channel section

C. Box type section

D. Any of the above

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4

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

A. B = b + 25 mm

B. B = b + 50 mm

C. B = b + 75 mm

D. B = b + 100 mm

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4

When a load is transferred through one surface to another surface in contact, the stress is known as

A. Tensile stress

B. Compressive stress

C. Shearing stress

D. None of these

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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