Design of Steel Structures (2180610) MCQs

MCQs of Loads & Load Combinations

Showing 41 to 46 out of 46 Questions
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41.
What is the partial safety factor for combination of DL+LL for limit state of strength, where DL=Dead load, LL=imposed load?
(a) 1.2
(b) 1.0
(c) 0.8
(d) 1.5
Answer:

Option (d)

42.
Which of the following load combination is not possible?
(a) Dead load + Imposed load + Wind load
(b) Dead load + Imposed load + Earthquake load
(c) Dead load + Wind load + Earthquake load
(d) Dead load + Imposed load
Answer:

Option (c)

43.
What is the partial safety factor for Dead load in combination of DL+LL+WL/EL for limit state of serviceability, where DL=Dead load, LL=Imposed load , WL=Wind load, EL=Earthquake load ?
(a) 1.0
(b) 0.8
(c) 1.5
(d) 1.2
Answer:

Option (a)

44.
What is the partial safety factor for dead load in combination of DL+ WL/EL for limit state of serviceability, where DL=Dead load, WL=wind load, EL=earthquake load?
(a) 1.0
(b) 1.5
(c) 1.2
(d) 0.8
Answer:

Option (a)

45.
What is the partial safety factor for imposed load in combination of DL+LL+AL , where DL=Dead load, WL=Wind load, AL=Accidental load ?
(a) 1.0
(b) 0.5
(c) 0.4
(d) 0.35
Answer:

Option (d)

46.
What percent of factored load is notional horizontal force?
(a) 0.5 %
(b) 1 %
(c) 10 %
(d) 20 %
Answer:

Option (a)

Showing 41 to 46 out of 46 Questions
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