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4

A beam is defined as a structural member subjected to

A. Axial loading

B. Transverse loading

C. Axial and transverse loading

D. None of these

Correct Answer :

B. Transverse loading


Related Questions

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4

By providing sufficient edge distance, which of the following failures of riveted joint can be avoided?

A. Tension failure of the plate

B. Shear failure of the rivet

C. Shear failure of the plate

D. Crushing failure of the rivet

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4

In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate

A. Fully by direct bearing

B. Fully through fastenings

C. 50% by direct bearing and 50% through fastenings

D. 75% by direct bearing and 25% through fastenings

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4

If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is

A. 60

B. 70

C. 80

D. 100

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4

The cross-section of a standard fillet is a triangle whose base angles are

A. 45° and 45°

B. 30° and 60°

C. 40° and 50°

D. 20° and 70°

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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 greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to

A. 180 t

B. 220 t

C. 230 t

D. 270 t

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4

The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by

A. Pc = π²EI/l²

B. Pc = πEI/l²

C. Pc = πEI/I²

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 both ends, is

A. L

B. 0.67 L

C. 0.85 L

D. 1.5 L

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4

The most economical section for a column, is

A. Rectangular

B. Solid round

C. Flat strip

D. Tubular section

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4

Compression force in two end posts, the pin of a rocker bearing in a bridge is designed for

A. Bearing and shear

B. Bending and shear

C. Bearing and bending

D. Bearing, shear and bending

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4

Bearing stiffeners are provided at (i) The supports (ii) The mid span (iii) The point of application of concentrated loads The correct answer is

A. Only (i)

B. Both (i) and (ii)

C. Both (i) and (iii)

D. (i), (ii) and (iii)

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4

The best arrangement to provide unified behaviour in built up steel columns is by

A. Lacing

B. Battening

C. Tie plates

D. Perforated cover plates

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4

Horizontal stiffener in a plate girder is provided to safeguard against

A. Shear buckling of web plate

B. Compression buckling of web plate

C. Yielding

D. All of the above

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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

When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is

A. 2

B. 4

C. 6

D. 8

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4

Which of the following types of riveted joint is free from bending stresses?

A. Lap joint

B. Butt joint with single cover plate

C. Butt joint with double cover plates

D. None of 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

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

In case of timber structures, the form factor for solid circular crosssection is taken as

A. 1.18

B. 1.414

C. 1.67

D. 1.81

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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

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

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

As per IS : 800, for compression flange, the outstand of flange plates should not exceed

A. 12 t

B. 16 t

C. 20 t

D. 25 t Where t = thickness of thinnest flange plate

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4

The moment-curvature relation at a plastic hinge is

A. Linear

B. Parabolic

C. Constant moment for all curvatures

D. Constant curvature for all moments

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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

The allowable tensile stress in structural mild steel plates for steel tank is assumed as

A. 95.0 MPa on net area

B. 105.5 MPa on net area

C. 105.5 MPa on gross area

D. 150.0 MPa on gross area

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4

In double lacing, the thickness t of flat lacing is

A. t < 1/40 th length between inner end rivets

B. t < 1/50 th length between inner end rivets

C. t < 1/60 th length between inner end rivets

D. t < 1/70 th length between inner end rivets

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4

As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

A. 4 zones

B. 5 zones

C. 6 zones

D. 7 zones

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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

In the virtual work method, the virtual quantity is

A. Displacement

B. Load

C. Slope

D. Moment