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 2023 Set 2
MCQ (More than One Correct Answer)
+1
-0
With regard to the shear design of RCC beams, which of the following statements is/are TRUE?
A
Excessive shear reinforcement can lead to compression failure in concrete
B
Beams without shear reinforcement, even if adequately designed for flexure, can have brittle failure
C
The main (longitudinal) reinforcement plays no role in the shear resistance of beam
D
As per IS456:2000, the nominal shear stress in the beams of varying depth depends on both the design shear force as well as the design bending moment
2
GATE CE 2022 Set 1
Numerical
+1
-0

A reinforced concrete beam with rectangular cross section (width = 300 mm, effective depth = 580 mm) is made of M30 grade concrete. It has 1% longitudinal tension reinforcement of Fe415 grade steel. The design shear strength for this beam is 0.66 N/mm2. The beam has to resist a factored shear force of 440 kN. The spacing of two-legged, 10 mm diameter vertical stirrups of Fe415 grade steel is _________ mm. (round off to the nearest integer)

Your input ____
3
GATE CE 2016 Set 2
MCQ (Single Correct Answer)
+1
-0.3
As per $$IS$$ $$456$$ - $$2000$$ for the design of reinforced concrete beam, the maximum allowable shear stress $$\left( {{\tau _{c\,\,\max }}} \right)$$ depends on the
A
grade of concrete and grade of steel
B
grade of concrete only
C
grade of steel only
D
grade of concrete and percentage of reinforcement
4
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+1
-0.3
In shear design of an $$RC$$ beam, other than the allowable shear strength of concrete $$\left( {{\tau _c}} \right),$$there is also an additional check suggested in $$IS$$ $$456$$-$$2000$$ with respect to the maximum permissible shear stress $$\left( {{\tau _{c\,\,\max }}} \right).$$ The check for $${{\tau _{c\,\,\max }}}$$ is required to take care of
A
additional shear resistance from reinforcing steel
B
additional shear stress that comes from accidental loading
C
possibility of failure of concrete by diagonal tension v
D
possibility of crushing of concrete by diagonal compression
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