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 2014 Set 2
MCQ (Single Correct Answer)
+1
-0.3
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
A
Tangent modulus
B
Initial tangent modulus
C
Secant modulus
D
Chord modulus
2
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
Maximum possible value of compaction factor for fresh (green) concrete is
A
0.5
B
1.0
C
1.5
D
2.0
3
GATE CE 2011
MCQ (Single Correct Answer)
+1
-0.3
The cross-section of a thermo-mechanically treated (TMT) reinforcing bar has
A
Soft ferrite-pearlite throughout.
B
Hard martensite throughout
C
A soft ferrite-pearlite core with a hard martensitic rim.
D
A hard martensitic core with a soft pearlite-bainitic rim.
4
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
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