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 2024 Set 1
MCQ (More than One Correct Answer)
+1
-0

Consider a balanced doubly-reinforced concrete section. If the material and other sectional properties remain unchanged, for which of the following cases will the section becomes under-reinforced?

A

Area of tension reinforcement is increased.

B

Area of compression reinforcement is increased.

C

Area of tension reinforcement is decreased.

D

Area of compression reinforcement is decreased.

2
GATE CE 2022 Set 2
MCQ (Single Correct Answer)
+1
-0.33

Read the following statements relating to flexure of reinforced concrete beams :

I. In over-reinforced sections, the failure strain in concrete reaches earlier than the yield strain in steel.

II. In under-reinforced sections, steel reaches yielding at a load lower than the load at which the concrete reaches failure strata.

III. Over-reinforced beams are recommended in practice as compared to the under-reinforced beams.

IV. In balanced sections, the concrete reaches failure strain earlier than the yield strain in tensile steel.

Each of the above statements is either True or False.

Which one of the following combinations is correct?

A
(I) - True, (II) - True, (III) - False, (IV) - False
B
(I) - False, (II) - True, (III) - True, (IV) - False
C
(I) - False, (II) - False, (III) - True, (IV) - False
D
(I) - True, (II) - True, (III) - False, (IV) - True
3
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
Maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as $$d'$$ and neutral axis depth from compression face $${X_u}$$ is
A
$$0.0035\left( {1 - {{d'} \over {{X_u}}}} \right)$$
B
$$0.002\left( {1 - {{d'} \over {{X_u}}}} \right)$$
C
$$0.0035\left( {1 - {{{X_u}} \over {d'}}} \right)$$
D
$$0.002\left( {1 - {{{X_u}} \over {d'}}} \right)$$
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