Steel Structures MCQ Multiple Choice Questions - Page 4 for Practice

Q: 46. In lap joints with welding, lap should not be less than

Correct Answer is: 4 Ã— t or 40 mm

Q: 47. In roof trusses bracings should be provided at bottom chord level in the

Correct Answer is: last but one panel using flats

Q: 48. In roof trusses bracings should be provided at top chord level in the

Correct Answer is: end panels using angles

Q: 49. In showing welded connection the length of the weld shown should be

Correct Answer is: effective length only

Q: 50. In the design of a connection of tension member to a gusset plate, the principle to be followed is

Correct Answer is: all the above

Q: 53. Irrespective of grade, the following properties of steel are same

Correct Answer is: all the above

Q: 56. It is recommended that columns should preferably spliced at

Correct Answer is: point of contraflexure

Q: 57. Lacing and battening of columns is to increase..............of column.

Correct Answer is: least radius of gyration

Q: 58. Lacing shall be designed to resist transverse shear Vt equal to

Correct Answer is: 2.5% of P (axial compression)

Q: 59. Limit state of strength includes

Correct Answer is: all the above

Steel Structures MCQ Questions for Practice

46. In lap joints with welding, lap should not be less than

100 mm
4 Ã— t or 40 mm
5 t or 50 mm
6 t or 60 mm

47. In roof trusses bracings should be provided at bottom chord level in the

last but one panel using angles
end panels using flats
end panels using angles
last but one panel using flats

48. In roof trusses bracings should be provided at top chord level in the

last but one end panel using angles
end panels using flats
end panels using angles
last but one panel using flats

49. In showing welded connection the length of the weld shown should be

effective length + 4 Ã— size of weld
effective length only
effective length + size of weld
effective length + 2 Ã— size of weld

50. In the design of a connection of tension member to a gusset plate, the principle to be followed is

all the above
section should be compact
as large portion of it as is possible is connected
centre of gravity of member should be through the middle of thickness of gusset plate

51. In the design of gantry girders impact factor for vertical loads for electrically operated cranes is taken as

52. In the design of hands operated gantry girders, the impact factor for vertical loads to be considered is

53. Irrespective of grade, the following properties of steel are same

all the above
unit weight
modules of elasticity
Poissons ratio

54. IS 800–2007 recommends use of................connections as far as possible.

any of the above
riveted
bolted
welded

55. IS 800–2007, divides sections into...............number of buckling classes.

56. It is recommended that columns should preferably spliced at

anywhere
point of maximum shear
point of zero shear
point of contraflexure

57. Lacing and battening of columns is to increase..............of column.

none of the above
sectional area
least radius of gyration
section modulus

58. Lacing shall be designed to resist transverse shear Vt equal to

10.0% of P
2.5% of P (axial compression)
4.0% of P
5.0% of P

59. Limit state of strength includes

all the above
loss of equilibrium of whole or part of structure
fracture by excessive deformations
fracture due to fatigue

60. Load carrying capacity of compression member depends upon

all the above
cross-sectional area
end condition
slenderness ratio

Steel Structures MCQ Multiple Choice Questions - Page 4 for Practice

Steel Structures MCQ Questions for Practice

46. In lap joints with welding, lap should not be less than

47. In roof trusses bracings should be provided at bottom chord level in the

48. In roof trusses bracings should be provided at top chord level in the

49. In showing welded connection the length of the weld shown should be

50. In the design of a connection of tension member to a gusset plate, the principle to be followed is

51. In the design of gantry girders impact factor for vertical loads for electrically operated cranes is taken as

52. In the design of hands operated gantry girders, the impact factor for vertical loads to be considered is

53. Irrespective of grade, the following properties of steel are same

54. IS 800–2007 recommends use of................connections as far as possible.

55. IS 800–2007, divides sections into...............number of buckling classes.

56. It is recommended that columns should preferably spliced at

57. Lacing and battening of columns is to increase..............of column.

58. Lacing shall be designed to resist transverse shear Vt equal to

59. Limit state of strength includes

60. Load carrying capacity of compression member depends upon

Login at Quizforum