Workmenship and Fundamentals · Reinforced Cement Concrete · GATE CE

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Marks 1

GATE CE 2017 Set 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 devia...
GATE CE 2015 Set 1
Workability of concrete can be measured using slump, compaction factor and Vee bee time. Consider the following statements for workability of concrete...
GATE CE 2015 Set 1
Consider the following statements for air-entrained concrete: (i) Air-entrainment reduces the water demand for a given level of workability (ii) Use o...
GATE CE 2014 Set 2
The flexural tensile strength of M25 grade of concrete, in N/mm2, as per IS:456-2000 is __________.
GATE CE 2014 Set 2
The target mean strength fcm for concrete mix design obtained from the characteristic strength (fck) and standard deviation $$\sigma$$, as defined in ...
GATE CE 2014 Set 2
The modulus of elasticity, E = 5000$$\sqrt{{\mathrm f}_\mathrm{ck}}$$ where fck is the characteristic compressive strength of concrete, specified in I...
GATE CE 2013
Maximum possible value of compaction factor for fresh (green) concrete is
GATE CE 2011
The cross-section of a thermo-mechanically treated (TMT) reinforcing bar has
GATE CE 2009
For limit state of collapse, the partial safety factors recommended by IS 456:2000 for estimating the design strength of concrete and reinforcing stee...
GATE CE 2008
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 2007
Consider the following statements: 1. The compressive strength of concrete decreases with increase in water-cement ratio of the concrete mix. 2. Water...
GATE CE 2005
The flexural strength of M30 concrete as per IS: 456-2000 is
GATE CE 2005
The partial factor of safety for concrete as per IS: 456-2000 is
GATE CE 2002
Modulus of elasticity of M25 grade concrete in MPa is
GATE CE 1997
The permissible tensile stress in concrete made of M 25 concrete is
GATE CE 1997
The cylinder strength of the concrete is less than the cube strength because of
GATE CE 1995
Workability of concrete is influenced most by its
GATE CE 1994
Grading of aggregate in a concrete mix is necessary to achieve
GATE CE 1993
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 1991
Setting time of cement sample is tested by
GATE CE 1990
Tensile strength of cement mortar is usually found by:
GATE CE 1990
The modulus of elasticity of concrete mix M25 is

Marks 2

GATE CE 2015 Set 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 1
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 a...
GATE CE 2011
Consider a reinforcing bar embedded in concrete. In a marine environment this bar undergoes uniform corrosion, which leads to deposition of corrosion ...
GATE CE 2008
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...
GATE CE 2007
Consider the following statements: I. Modulus of elasticity concrete increases with increase in compressive strength of concrete. II. Brittleness of c...
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