Test: B.M.C Soil,Concrete- 2

# Test: B.M.C Soil,Concrete- 2

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## 25 Questions MCQ Test Civil Engineering SSC JE (Technical) | Test: B.M.C Soil,Concrete- 2

Test: B.M.C Soil,Concrete- 2 for Civil Engineering (CE) 2022 is part of Civil Engineering SSC JE (Technical) preparation. The Test: B.M.C Soil,Concrete- 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: B.M.C Soil,Concrete- 2 MCQs are made for Civil Engineering (CE) 2022 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: B.M.C Soil,Concrete- 2 below.
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Test: B.M.C Soil,Concrete- 2 - Question 1

### The shape of idealized stress-strain curve for concrete as prescribed by IS 456-1978 is:

Test: B.M.C Soil,Concrete- 2 - Question 2

### In limit state design, the limiting value of depth of neutral axis for M15 & fe 250 is

Detailed Solution for Test: B.M.C Soil,Concrete- 2 - Question 2 Test: B.M.C Soil,Concrete- 2 - Question 3

### Deflection can be controlled by using the appropriate:

Test: B.M.C Soil,Concrete- 2 - Question 4

In the limit state design of concrete structures, the strain distribution is assumed to be:

Test: B.M.C Soil,Concrete- 2 - Question 5

For slabs spanning in two directions for calculating the span to effective depth ratio:

Test: B.M.C Soil,Concrete- 2 - Question 6

The clear distance between the lateral restraints for a simply supported or continuous beam toensure lateral stability should not exceed:

Test: B.M.C Soil,Concrete- 2 - Question 7

In doubly reinforced sections, total reinforcement percentage of steel should not exceed:

Detailed Solution for Test: B.M.C Soil,Concrete- 2 - Question 7

Test: B.M.C Soil,Concrete- 2 - Question 8

A simply supported beam is considered as a deep beam if the ratio of effective span to overall depth is less than:

Test: B.M.C Soil,Concrete- 2 - Question 9

The term ‘Characteristic load’ means that load which has a probability of not being exceeded,during the life of the structure is equal to:

Test: B.M.C Soil,Concrete- 2 - Question 10

For reinforced concrete members totally immersed in sea water, the additional cover thickness recommended by the code is:

Test: B.M.C Soil,Concrete- 2 - Question 11

If the soil sample is having porosity 50% and degree of saturation at 90% then its percentage air voids is:

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The commonly used method for quick determination of water content at field embankments is:

Test: B.M.C Soil,Concrete- 2 - Question 13

The toughness index is define as the ratio of:

Test: B.M.C Soil,Concrete- 2 - Question 14

According to Atterberg, the soil is said to be of medium plasticity if the plasticity index (PI) is:

Test: B.M.C Soil,Concrete- 2 - Question 15

A soil has liquid limit 65%, plastic limit of 30% and shrinkage limit of 25%, and it has natural moisture content of 45%. The liquidity index of soil is.

Detailed Solution for Test: B.M.C Soil,Concrete- 2 - Question 15

Liquidity index = (water content-plastic limit)/(liquid limit-plastic limit).
= (45-30)/(65-30)
= 15/35
= 0.43

Test: B.M.C Soil,Concrete- 2 - Question 16

Void ratio of a soil is 0.9 its porosity shall be:

Test: B.M.C Soil,Concrete- 2 - Question 17

A soil has percentage air voids of the order of 30%. It has a porosity of 0.4 The air content of that soil shall be: -

Test: B.M.C Soil,Concrete- 2 - Question 18

The ratio of plasticity index and flow index of soil is called:

Test: B.M.C Soil,Concrete- 2 - Question 19

Plasticity chart gives a relation between:

Test: B.M.C Soil,Concrete- 2 - Question 20

A negative value of the group index of a soil is reported as:

Test: B.M.C Soil,Concrete- 2 - Question 21

A soil with a plasticity index equal to zero may be called as:

Test: B.M.C Soil,Concrete- 2 - Question 22

The meniscus and dispersing agent corrections, in the hydrometer analysis, respectively are

Test: B.M.C Soil,Concrete- 2 - Question 23

An inorganic clay of high compressibility is represented by the symbol

Test: B.M.C Soil,Concrete- 2 - Question 24

If void ratio is 0.67, water content = 0.188 and Sp. Gr. = 2.68, the degree of saturation of soil is

Test: B.M.C Soil,Concrete- 2 - Question 25

A sample of saturated clay has a porosity of 0.562, the void ratio of the clay is

## Civil Engineering SSC JE (Technical)

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## Civil Engineering SSC JE (Technical)

2 videos|111 docs|50 tests