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Data Structures Algorithms Ii
1000 Design Steel Structures
Quiz 2
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Q.1
Which of the following relation is correct?
a) Net area = Gross area / deductions
b) Net area = Gross area – deductions
c) Net area = Gross area * deductions
d) Net area = Gross area + deductions
Q.2
Which of the following relation about plastic moment is correct?
a) Mp = Zp + fy
b) Mp = Zpfy
c) Mp = Zp – fy
d) Mp = Zp /fy
Q.3
Which of the following is true regarding plastic design methods?
a) moments produced by different loading conditions can be added together
b) lateral bracing requirements are less stringent than for elastic design
c) difficult to design for fatigue
d) more saving in column design
Q.4
Among which of the following is the location of plastic hinge?
a) at centre for uniformly distributed load
b) at points away from concentrated load
c) at supports
d) at centre of beam
Q.5
Which load is obtained when equilibrium and plasticity conditions of plastic analysis are satisfied?
a) no solution
b) plastic limit load
c) upper bound solution of true ultimate load
d) lower bound solution of true ultimate load
Q.6
Which of the following relation between load factor, collapse load(Wc) and working load (W)
a) F = W / Wc
b) F = Wc + W
c) F = Wc W
d) F = Wc / W
Q.7
Which of the following factor is considered for classification of cross section?
a) length of member
b) location where member is used
c) seismic force
d) width-to-thickness ratio
Q.8
Which of the following is true about torsional buckling?
a) failure occurs by bending about shear centre in longitudinal axis
b) failure occurs when torsional rigidity of member is greater than bending rigidity
c) standard hot rolled shapes are not susceptible to torsional buckling
d) it cannot occur with doubly symmetric cross section
Q.9
Which of the following is true about beam-column?
a) net end moments are zero
b) member subjected to axial force and bending moment
c) member subjected to bending moment
d) member subjected to axial force only
Q.10
Which of the following is not a load on columns in buildings?
a) load from walls
b) load from roofs
c) load from floors
d) load from foundation
Q.11
Which of the following is not a parameter for decrease in strength of slender member?
a) variation of material properties
b) seismic load
c) residual stress
d) initial lack of straightness
Q.12
Which of the following is not a compression member?
a) tie
b) strut
c) rafter
d) boom
Q.13
What is the value of the imperfection factor for buckling class a?
a) 0.35
b) 0.73
c) 0.21
d) 0.23
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