MPPGCL JE Civil Mock Test - 5 - Civil Engineering (CE) MCQ

Let the numerator = x and denominator = y

y + 3 = 2y ⇒ y = 3

x +1= 3 ⇒ x = 2

∴ xy = 2 × 3 = 6

Step 1: Determine Sunny's Work Rate

• Sunny's Completion Time: 15 days to complete the work.
• Sunny's Work Rate:
  • Sunny can complete 1 work in 15 days.
  • Therefore, Sunny's work rate is 1/15 work per day.

Step 2: Calculate Bobby's Work Rate

• Bobby's Efficiency: Bobby is 60% as efficient as Sunny.
• Convert Efficiency to Fraction:
  • 60% = 60/100 = 3/5.
• Bobby's Work Rate:
  • Bobby's rate = (3/5) * (1/15) = 3/75 = 1/25 work per day.

Step 3: Determine the Number of Days Bobby Takes to Complete the Work

• Total Work: 1 work.
• Bobby's Daily Contribution: 1/25 work per day.
• Number of Days Required:
  • Days = Total Work / Bobby's Work Rate = 1 / (1/25) = 25 days.

Kalu’s speed = 3 m/s.
For 1200 m, Kalu would take 400 seconds and Sambhu would take 10 seconds less. Hence, 390
seconds.

The logic followed here is:

The figure in image 2 is water image of the figure in image 1. The figure in image C of answer figure will be the water image of the figure in image 3.

Hence, image C of answer figure is the correct answer.

As Word is a group of letters similarly Book is a group of papers.

Checking Statement I:

Since there is no information about Monika's rank. Therefore, Rahul's rank cannot be determined.

Clearly, Statement I alone is not sufficient to answer the question.

Checking Statement II:

Aditi's rank and Monika's rank is not given. Therefore, Rahul's rank cannot be determined.

Clearly, Statement II alone is not sufficient to answer the question.

Checking Both statement I and II:

Ranks are not known for any of them. Thus, Rahul's rank cannot be found.

Clearly, Both statements I and II  is not sufficient to answer the question.

Hence, Option D is correct.

1. Argillaceous rocks: the chief constituent of argillaceous rocks is clay Alumina (Al₂O₃). Slate and laterite are its example.

2. Silicious Rocks: The chief constituent of silicious rocks is sand (silica, (Sio₂ ) ). Quartzite and Granite are its examples.

3. Calcareous Rock: The chief constituent of calcareous rocks is lime. Its examples are Limestone and marble.

We know

(W=S⋅e/G)

Where W = Water content

G = Specific gravity

e = Void ratio

For maximum water content, degree of saturation is 100%, i.e. S = 1

Then = W_a = e/G

P + B – R × Q
P + B ⇒ P is son of B
B - R ⇒ B is husband of R
R × Q ⇒ R is sister of Q

Hence, P is the nephew of Q
P – B + R × Q
P - B ⇒ P is husband of B
B + R ⇒ B is son of R

This is not possible as B is wife of P, B cannot be son of anyone.
P + B × R – Q
P + B ⇒ P is son of B
B × R ⇒ B is sister of R
R + Q ⇒ R is son of Q

This is not possible as Q is mother or
father of R, Q cannot be uncle of anyone.
P × B – R + Q
P × B ⇒ P is sister of B
B - R ⇒ B is husband of R
R + Q ⇒ R is son of Q

This is not possible as R is wife of B, R cannot be son of anyone.

For a UDL load applied on a simply supported beam, shear force

Here L=5m

The effective depth of the beam is 0.5m; hence critical section for shear occurs at a distance of 0.5m from the face of the column.

Therefore, design shear force.

The concrete gains strength due to the hydration of cement.
The concrete does not set at freezing point.
Excessive rates of heating and cooling should be avoided to prevent damaging volume changes. Temperatures in the enclosure surrounding the concrete should not be increased or decreased more than 22°C to 33°C (40°F to 60°F) per hour depending on the size and shape of the concrete element. For example, there is reduced drying shrinkage and creep as compared to concrete cured at 23°C (73°F) for 28 days.
One-day strength increases with increasing curing temperature, but 28-day strength decreases with
increasing curing temperature.

Water logged area means where the irrigation of water is high. For construction in this area we use the cement mortar.
Cement mortar use to hold building materials such as brick or stone together. In this water to cement ratio is higher.

Hence the correct answer is option A.

Hence the correct answer is option d.

(D = 0.64B/∆)

Hence the correct answer is option C.

Hence the correct answer is option B.

Hence, the correct option is (A)

Basically, steel piles are a big screw, made of galvanized steel with a helical flange that not only helps to insert the pile, but also helps secure it into the ground. By using a mini-excavator with special attachments, a drill can enter the ground while measuring the load-bearing capacity of the soil.

Hence, the correct option is (D)

The maximum superelevation for a roadway section depends on climatic conditions, type of terrain, and type of development. Roadways in rural areas are typically designed with a maximum superelevation rate of 8 percent.

Hence, the correct option is (A)

Collapse Load = F.O.S. X working load

(= 1.5 × 200 = 300 kN)

Hence, the correct option is (B)

Types of stairs:

i) Straight

ii) Turning

iii) Continuous

Turning stairs are sub-classified as:

a) Quarter-turn stair

b) Half turn stair or dog-legged stair

c) Three quarter turn stairs

d) Bifurcated stairs

In the triaxial test stress in the vertical direction is different from stress in the other two directions.

Velocity distribution profile equation is written as:

It is a parabolic equation, So the velocity distribution is parabolic.