Workmenship and Fundamentals · Reinforced Cement Concrete · GATE CE

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Marks 1

1

The following figure shows the arrangement of formwork for casting a cantilever RC beam.

GATE CE 2024 Set 1 Reinforced Cement Concrete - Workmenship and Fundamentals Question 2 English

The correct sequence of removing the Shores/Props is:

GATE CE 2024 Set 1
2
Let the characteristic strength be defined as that value, below which not more than 50% of the results are expected to fall. Assuming a standard deviation of 4 MPa, the target mean strength (in MPa) to be considered in the mix design of a M25 concrete would be
GATE CE 2017 Set 2
3
Workability of concrete can be measured using slump, compaction factor and Vee bee time. Consider the following statements for workability of concrete:

(i) As the slump increases, the Vebe time increases

(ii) As the slum increases, the compaction factor increases

Which of the following is TRUE?
GATE CE 2015 Set 1
4
Consider the following statements for air-entrained concrete:

(i) Air-entrainment reduces the water demand for a given level of workability

(ii) Use of air-entrained concrete is required in environments where cyclic freezing and thawing is expected.

Which of the following is TRUE?
GATE CE 2015 Set 1
5
The flexural tensile strength of M25 grade of concrete, in N/mm2, as per IS:456-2000 is __________.
GATE CE 2014 Set 2
6
The target mean strength fcm for concrete mix design obtained from the characteristic strength (fck) and standard deviation $$\sigma$$, as defined in IS:456-2000, is
GATE CE 2014 Set 2
7
The modulus of elasticity, E = 5000$$\sqrt{{\mathrm f}_\mathrm{ck}}$$ where fck is the characteristic compressive strength of concrete, specified in IS:456-2000 is based on
GATE CE 2014 Set 2
8
Maximum possible value of compaction factor for fresh (green) concrete is
GATE CE 2013
9
The cross-section of a thermo-mechanically treated (TMT) reinforcing bar has
GATE CE 2011
10
For limit state of collapse, the partial safety factors recommended by IS 456:2000 for estimating the design strength of concrete and reinforcing steel are respectively
GATE CE 2009
11
A reinforced concrete structure has to be constructed along a sea coast. The minimum grade of concrete to be used as per IS: 456-2000 is
GATE CE 2008
12
Consider the following statements:

1. The compressive strength of concrete decreases with increase in water-cement ratio of the concrete mix.

2. Water is added to the concrete mix for hydration of cement and workability.

3. Creep and shrinkage of concrete are independent of the water-cement ratio in the concrete mix.

The true statements are
GATE CE 2007
13
The flexural strength of M30 concrete as per IS: 456-2000 is
GATE CE 2005
14
The partial factor of safety for concrete as per IS: 456-2000 is
GATE CE 2005
15
Modulus of elasticity of M25 grade concrete in MPa is
GATE CE 2002
16
The permissible tensile stress in concrete made of M 25 concrete is
GATE CE 1997
17
The cylinder strength of the concrete is less than the cube strength because of
GATE CE 1997
18
Workability of concrete is influenced most by its
GATE CE 1995
19
Grading of aggregate in a concrete mix is necessary to achieve
GATE CE 1994
20
The factored loads at the limit state of collapse for DL + LL, DL + WL, and DL + LL + WL combinations, according to IS: 456 - 2000 are respectively
GATE CE 1993
21
Setting time of cement sample is tested by
GATE CE 1991
22
The modulus of elasticity of concrete mix M25 is
GATE CE 1990
23
Tensile strength of cement mortar is usually found by:
GATE CE 1990

Marks 2

1

The initial cost of an equipment is Rs. 1,00,000. Its salvage value at the end of accounting life of 5 years is Rs. 10,000. The difference in depreciation (in Rs.) computed using ‘double-declining balance method’ and ‘straight line method’ of depreciation in Year-2 is ___________ (in positive integer).

GATE CE 2024 Set 1
2
According to the concept of Limit State Design as per IS 456: 2000, the probability of failure of a structure is __________.
GATE CE 2015 Set 2
3
The composition of an air-entrained concrete is given below:

Water : 184 kg /m3

Ordinary Portland Cement(OPC) : 368 kg /m3

Sand : 606 kg /m3

Coarse aggregate : 1155 kg /m3

Assume the specific gravity of OPC, sand and coarse aggregate to be 3.14, 2.67 and 2.74, respectively. The air content is_________ liters/m3
GATE CE 2015 Set 1
4
Consider a reinforcing bar embedded in concrete. In a marine environment this bar undergoes uniform corrosion, which leads to deposition of corrosion products on its surface and an increase in apparent volume of the bar. This subjects the surrounding concrete to expansive pressure. As a result, corrosion cracks appear at surface of concrete. Which of the following statement is true?
GATE CE 2011
5
Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kN-m under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456- 2000 for the limit state of collapse (flexure) is
GATE CE 2008
6
Consider the following statements:

I. Modulus of elasticity concrete increases with increase in compressive strength of concrete.

II. Brittleness of concrete increases with decrease in compressive strength of concrete.

III. Shear strength of concrete increases with increase in compressive strength of concrete.

The TRUE statements are
GATE CE 2007
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