The actual thickness of butt weld as compared to the thickness of plate is usually

Question

The actual thickness of butt weld as compared to the thickness of plate is usually

A. More

B. Less

C. Equal

Correct Answer :

A. More

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The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

Discuss this answer

The distance between the outer faces of flanges of a plate girder, is known as

Discuss this answer

The risk coefficient k, depends on

Discuss this answer

Generally the purlins are placed at the panel points so as to avoid

Discuss this answer

The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called

Discuss this answer

On steel structures the dead load is the weight of

Discuss this answer

If p and d are pitch and gross diameter of rivets, the efficiency (η) of the riveted joint, is given by

Discuss this answer

In a truss girder of a bridge, a diagonal consists of mild steel flat 4001.S.F. and carries a pull of 80 tonnes. If the gross-diameter of the rivet is 26 mm, the number of rivets required in the splice, is

A. 6

B. 7

C. 8

D. 9

Discuss this answer

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

Discuss this answer

Factor of safety is the ratio of

Discuss this answer

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

Discuss this answer

The channels get twisted symmetrically with regard to its axis

Discuss this answer

The sway bracing is designed to transfer

Discuss this answer

The average shear stress for rolled steel beam section, is

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The beam outside a wall upto floor level above it, is known as

A. Rafter

B. Purlin

D. Lintel

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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

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

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Lug angle is

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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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Gantry girders are designed to resist

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On eccentrically loaded columns, the equivalent axial load may be obtained by

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Under a concentrated load, bearing stress f_b in a beam is given by (where b is the length of the bearing plate and h is the depth of the root of the fillet).

Discuss this answer

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

Discuss this answer

For a rectangular section, the ratio of the maximum and average shear stresses, is

A. 1.5

B. 2.0

C. 2.5

D. 3.5

Discuss this answer

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

Discuss this answer

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

Discuss this answer

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

B. Shear

Discuss this answer

The bracing between two columns of a steel tank will be designed to resist

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Normally, the angle of roof truss with asbestos sheets should not be less than

B. 30°

C. 35°

D. 40°

Discuss this answer

Tacking rivets in tension members, are provided at a pitch in line not exceeding

A. 25 cm

B. 50 cm

C. 75 cm

D. 100 cm

Discuss this answer

Answer 1

D. None of the above

Answer 2

A. 0.65 kN/m²

Answer 3

B. 0.75 kN/m²

Answer 4

C. 1.35 kN/m²

Answer 5

D. 1.50 kN/m²

Answer 6

A. Overall depth

Answer 7

B. Clear depth

Answer 8

C. Effective depth

Answer 9

D. None of these

Answer 10

A. Mean probable design life of structures

Answer 11

B. Basic wind speed

Answer 12

C. Both (A) and (B)

Answer 13

D. None of the above

Answer 14

A. Axial force in rafter

Answer 15

B. Shear force in rafter

Answer 16

C. Deflection of rafter

Answer 17

D. Bending moment in rafter

Answer 18

A. Pitch of rivet

Answer 19

B. Gauge distance of rivet

Answer 20

C. Staggered pitch

Answer 21

D. All the above

Answer 22

A. Steel work

Answer 23

B. Material fastened to steel work

Answer 24

C. Material supported permanently

Answer 25

D. All the above

Answer 26

A. η = p/p - d

Answer 27

B. η = p/p + d

Answer 28

C. η = p - d/p

Answer 29

D. η = p + d/p

Answer 30

A. 4 zones

Answer 31

B. 5 zones

Answer 32

C. 6 zones

Answer 33

D. 7 zones

Answer 34

A. Yield stress to working stress

Answer 35

B. Tensile stress to working stress

Answer 36

C. Compressive stress to working stress

Answer 37

D. Bearing stress to working stress

Answer 38

A. d/250 for structural steel

Answer 39

B. d/225 for high tensile steel

Answer 40

C. Both (c) and (b)

Answer 41

D. Neither (a) nor (b)

Answer 42

A. Parallel to flanges

Answer 43

B. Parallel to web

Answer 44

C. Perpendicular to flanges

Answer 45

D. Perpendicular to web

Answer 46

A. 2Vi % of the top panel wind load to bottom bracing

Answer 47

B. 10% of the top panel wind load to bottom bracing

Answer 48

C. 25% of the top panel wind load to bottom bracing

Answer 49

D. 50% of the top panel wind load to bottom bracing

Answer 50

A. 845 kg/cm²

Answer 51

B. 945 kg/cm²

Answer 52

C. 1025 kg/cm²

Answer 53

D. 1500 kg/cm²

Answer 54

C. Spandrel beam

Answer 55

A. l = 0.7 L

Answer 56

B. l = 0.75 L

Answer 57

C. l = 0.85 L

Answer 58

D. l = 0.5 L

Answer 59

A. Each web

Answer 60

B. Each flange

Answer 61

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

Answer 62

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

Answer 63

A. Used with single angle member

Answer 64

B. Not used with double angle member

Answer 65

C. Used with channel member

Answer 66

D. All the above

Answer 67

A. Lateral loads

Answer 68

B. Longitudinal loads and vertical loads

Answer 69

C. Lateral, longitudinal and vertical loads

Answer 70

D. Lateral and longitudinal loads

Answer 71

A. Adding the axial load, eccentric load, the product of the bending moment due to eccentric load and the appropriate bending factor

Answer 72

B. Adding the axial load and eccentric load and subtracting the product of bending moment and appropriate bending factor

Answer 73

C. Dividing the sum of axial load and eccentric load by the product of the bending moment and appropriate bending factor

Answer 74

D. None of these

Answer 75

A. f_b = W/(b + h√3)t_w

Answer 76

B. f_b = W/(b + 2h√3)t_w

Answer 77

C. f_b = W/(b + 2h√2)t_w

Answer 78

D. f_b = W/(b + h√2)t_w

Answer 79

A. (A/L) + (3Ad/L²)

Answer 80

B. (A/L) + (6Ad/L²)

Answer 81

C. (A/L) - (6Ad/L²)

Answer 82

D. (A/L) - (3Ad/L²)

Answer 83

A. Hoop compression

Answer 84

C. Torsional shear

Answer 85

D. Hoop tension

Answer 86

A. Horizontal shear due to wind or earthquake only

Answer 87

B. Horizontal, shear due to wind or earthquake + 2.5% of column loads

Answer 88

C. Column loads + 2.5% of horizontal shear due to wind or earthquake

Answer 89

D. Column loads + full horizontal shear due to wind or earthquake

Answer 90

A. 26 ½°

The actual thickness of butt weld as compared to the thickness of plate is usually

Correct Answer :

Show all Design of Steel Structures MCQ

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The distance between the outer faces of flanges of a plate girder, is known as

The risk coefficient k, depends on

Generally the purlins are placed at the panel points so as to avoid

The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called

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If p and d are pitch and gross diameter of rivets, the efficiency (η) of the riveted joint, is given by

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Also checkout

The actual thickness of butt weld as compared to the thickness of plate is usually

Correct Answer :

Show all Design of Steel Structures MCQ

Related Questions

The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

The distance between the outer faces of flanges of a plate girder, is known as

The risk coefficient k, depends on

Generally the purlins are placed at the panel points so as to avoid

The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called

On steel structures the dead load is the weight of

If p and d are pitch and gross diameter of rivets, the efficiency (η) of the riveted joint, is given by

In a truss girder of a bridge, a diagonal consists of mild steel flat 4001.S.F. and carries a pull of 80 tonnes. If the gross-diameter of the rivet is 26 mm, the number of rivets required in the splice, is

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

Factor of safety is the ratio of

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

The channels get twisted symmetrically with regard to its axis

The sway bracing is designed to transfer

The average shear stress for rolled steel beam section, is

The beam outside a wall upto floor level above it, is known as

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

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

Lug angle is

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

Gantry girders are designed to resist

On eccentrically loaded columns, the equivalent axial load may be obtained by

Under a concentrated load, bearing stress fb in a beam is given by (where b is the length of the bearing plate and h is the depth of the root of the fillet).

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

For a rectangular section, the ratio of the maximum and average shear stresses, is

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

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

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

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Under a concentrated load, bearing stress f_b in a beam is given by (where b is the length of the bearing plate and h is the depth of the root of the fillet).