Design Steel Structures Determination Earthquake Loads Online Exam Quiz
Design Steel Structures Determination Earthquake Loads GK Quiz. Question and Answers related to Design Steel Structures Determination Earthquake Loads. MCQ (Multiple Choice Questions with answers about Design Steel Structures Determination Earthquake Loads
What is the load factor considered for steel structures when combination of dead load, imposed load and earthquake load is considered?
Options
A : 1.5
B : 1.3
C : 1.2
D : 1.7
What is the load factor considered for steel structures when combination of dead load and earthquake load is considered?
Options
A : 1.5
B : 1.3
C : 1.2
D : 1.7
Which of the following relation is correct for design horizontal seismic coefficient?
Options
A : A = ZISa*2Rg
B : A = ZISa/2Rg
C : A = ZISa-2Rg
D : A = ZISa+2Rg
Which of the following assumption is correct for earthquake design resistant structure?
Options
A : Earthquake will not occur simultaneously with wind
B : Earthquake will occur simultaneously with maximum flood
C : Earthquake will occur simultaneously with maximum sea waves
D : Earthquake will occur simultaneously with wind
Which analysis is used to obtain design seismic force?
Options
A : Elastic Analysis
B : Plastic Analysis
C : Dynamic Analysis
D : Both elastic and plastic analysis
Wind pressure acting normal to individual is element or claddity unit is _________
Options
A : F = [ (Cpe – Cpi)A/pd].
B : F = [ (Cpe + Cpi)A/pd].
C : F = [ (Cpe – Cpi)Apd].
D : F = [ (Cpe – Cpi)/Apd].
What is structural response factor?
Options
A : factor denoting the acceleration response spectrum of the structure subjected to earthquake ground vibrations
B : factor by which the actual base shear force is reduced
C : factor to obtain the design spectrum
D : factor used to obtain the design seismic force
Which of the following factors does not influence earthquake resistance design?
Options
A : geographical location of structure
B : wind of location
C : site soil
D : strength of structure
Which IS Code is used for designing a structure considering earthquake loads?
Options
A : IS 800
B : IS 875
C : IS 1893
D : IS 456
Structures are designed for seismic forces which is ____ than expected seismic force.
Options
A : lesser
B : greater
C : equal to
D : seismic forces are not considered
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