Questions 391–400 of 724. Imported answers require independent review unless marked reviewed.

Topic practice 724 questionsPage 40 of 73

Question 16

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The softening point of bitumen has the same unit as that of
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Question 26

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CEMCQ2 marksNeeds review
The solution of the second-order differential equation

with boundary conditions

and

is
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Question 26

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CEMCQ2 marksNeeds review
If

is a constant, the general solution of

will be in the form of
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Question 27

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CEMCQ2 marksNeeds review
The value of

using the trapezoidal rule with four equal subintervals is
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Question 27

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CEMCQ2 marksNeeds review
The smallest eigenvalue and the corresponding eigenvector of the matrix

, respectively, are
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Question 28

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CEMCQ2 marksNeeds review
A 50 mL sample of industrial wastewater is taken into a silica crucible. The empty weight of the crucible is 54.352 g. The crucible with the sample is dried in a hot air oven at 104 °C till a constant weight of 55.129 g. Thereafter, the crucible with the dried sample is fired at 600 °C for 1 h in a muffle furnace, and the weight of the crucible along with residue is determined as 54.783 g. The concentration of total volatile solids is ______.
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Question 28

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A prismatic steel beam is shown in the figure. The plastic moment,

, calculated for the collapse mechanism using static method and kinematic method is
Diagram for Civil Engineering question 28

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Question 29

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CEMCQ2 marksNeeds review
A wedge M and a block N are subjected to forces P and Q as shown in the figure. If force P is sufficiently large, then the block N can be raised. The weights of the wedge and the block are negligible compared to the forces P and Q. The coefficient of friction (

) along the inclined surface between the wedge and the block is 0.2. All other surfaces are frictionless. The wedge angle is 30°.
Diagram for Civil Engineering question 29

The limiting force P, in terms of Q, required for impending motion of block N to just move it in the upward direction is given as

. The value of the coefficient ‘

’ (round off to one decimal place) is
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Question 29

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CEMCQ2 marksNeeds review
A frame EFG is shown in the figure.
Diagram for Civil Engineering question 29

All members are prismatic and have equal flexural rigidity. The member FG carries a uniformly distributed load

per unit length. Axial deformation of any member is neglected. Considering the joint F being rigid, the support reaction at G is
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Question 30

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CEMCQ2 marksNeeds review
Contractor X is developing his bidding strategy against Contractor Y. The ratio of Y’s bid price to X’s cost for the 30 previous bid in which Contractor X has competed against Contractor Y is given in the Table
Ratio of Y’s bid price to X’s cost
Number of bids
1.02
6
1.04
12
1.06
3
1.10
6
1.12
3
Based on the bidding behaviour of the Contractor Y, the probability of winning against Contractor Y at a mark up of 8% for the next project is
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