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 1993
MCQ (Single Correct Answer)
+1
-0.3
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
A
1.5 DL + 1.5 LL, 1.2 DL + 1.2 WL, 1.5 DL + 1.5 LL + 1.5 WL
B
{0.9 or 1.5) DL + 1.5 LL, 1.5 DL + 1.5 WL, 1.2 DL + 1.2 LL + 1.2 WL
C
1.2 DL + 1.2 LL, 1.5 DL + 1.5 WL, 1.5 DL + 1.5 LL + 1.5 WL
D
1.5 DL + 1.5 LL, (0.9 or 1.5) DL + 1.5 WL, 1.2 DL + 1.2 LL + 1.2 WL
2
GATE CE 1991
MCQ (Single Correct Answer)
+1
-0.3
Setting time of cement sample is tested by
A
Slump test
B
Vicat needle test
C
Le-Chatelier's test
D
Briquette test
3
GATE CE 1990
MCQ (Single Correct Answer)
+1
-0.3
The modulus of elasticity of concrete mix M25 is
A
25,000 N/mm2
B
28,500 N/mm2
C
15,000 N/mm2
D
5,700 N/mm2
4
GATE CE 1990
MCQ (Single Correct Answer)
+1
-0.3
Tensile strength of cement mortar is usually found by:
A
Briquette test
B
Slump test
C
Vicat needle test
D
Split cylinder test
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