Reinforced Cement Concrete
Singly Reinforced Sections
Marks 1Marks 2
Workmenship and Fundamentals
Marks 1Marks 2
Doubly Reinforced Sections
Marks 1Marks 2
Limit State of Collapse Shear
Marks 1Marks 2Marks 5
Limit State of Collapse Torsion
Marks 1Marks 2
Limit State of Collapse Compression
Marks 1Marks 2
Footings
Marks 2
Limit State of Serviceability
Marks 1Marks 2
Prestressed Concrete
Marks 1Marks 2Marks 5
1
GATE CE 2009
MCQ (Single Correct Answer)
+1
-0.3
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
A
1.15 and 1.5
B
1.0 and 1.0
C
1.5 and 1.15
D
1.5 and 1.0
2
GATE CE 2008
MCQ (Single Correct Answer)
+1
-0.3
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
A
M 15
B
M 20
C
M 25
D
M 30
3
GATE CE 2007
MCQ (Single Correct Answer)
+1
-0.3
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
A
1 and 2
B
1, 2 and 3
C
2 and 3
D
only 2
4
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
The partial factor of safety for concrete as per IS: 456-2000 is
A
1.50
B
1.15
C
0.87
D
0.446
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude