Singly Reinforced Sections · Reinforced Cement Concrete · GATE CE

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Marks 1

GATE CE 2023 Set 1
Creep of concrete under compression is defined as the _________. 
GATE CE 2023 Set 1
A singly reinforced concrete beam of balanced section is made of M20 grade concrete and Fe415 grade steel bars. The magnitudes of the maximum compress...
GATE CE 2022 Set 1
In the context of elastic theory of reinforced concrete, the modular ratio is defined as the ratio of
GATE CE 2017 Set 1
According to $$IS$$ $$456$$- $$2000,$$ which one of the following statements about the depth of natural axis $${x_u},\,\,bal$$ for a balanced reinforc...
GATE CE 2015 Set 1
Consider the singly reinforced beam shown in the figure below: At cross-section $$XX,$$ which of the following statements is TRUE at the limit stat...
GATE CE 2012
As per $$IS$$ $$456:2000,$$ in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not ...
GATE CE 2004
In the limit state design method of concrete structures, the recommended partial material safety factor $$\left( {{\gamma _m}} \right)$$ for steel acc...
GATE CE 2000
The working stress method of design specifies the value of modular ratio, $$m = 280/\left( {3{\sigma _{cbc}}} \right),$$ where $${{\sigma _{cbc}}}$$ i...
GATE CE 1999
The minimum area of tension reinforcement in a beam shall be greater than
GATE CE 1994
$$IS$$ $$456$$-$$2000$$ recommends providing certain minimum steel in a $$RCC$$ beam

Marks 2

GATE CE 2023 Set 2
Consider the singly reinforced section of a cantilever concrete beam under bending, as shown in the figure (M25 grade concrete, Fe415 grade steel). Th...
GATE CE 2016 Set 1
A reinforced concrete $$(RC)$$ beam with width of $$250$$ $$mm$$ and effective depth of $$400$$ $$mm$$ is reinforced with $$Fe415$$ steel. As per the ...
GATE CE 2015 Set 1
Consider the singly reinforced beam section given below (left figure). The stress block parameters for the cross-section from $$IS:$$ $$456$$ - $$2000...
GATE CE 2014 Set 1
For a beam of cross-section, width $$= 230$$ $$mm$$ and effective depth $$= 500$$ $$mm,$$ the number of rebars of $$12$$ $$mm$$ diameter required to s...
GATE CE 2014 Set 1
In a reinforced concrete section, the stress at the extreme fibre in compression is $$5.80$$ $$MPa.$$ The depth of neutral axis in the section is $$58...
GATE CE 2007
A singly reinforced rectangular concrete beam has a width of $$150$$ $$mm$$ and an effective depth of $$330$$ $$mm.$$ The characteristic compressive s...
GATE CE 2007
A singly reinforced rectangular concrete beam has a width of $$150$$ $$mm$$ and an effective depth of $$330$$ $$mm.$$ The characteristic compressive s...
GATE CE 2006
In the design of beams for the limit state of collapse in flexure as per $$IS:$$ $$456$$ - $$2000,$$ let the maximum strain in concrete be limited to ...
GATE CE 2006
Consider the following statements: $$1.\,\,\,\,\,\,$$ The width-to-thickness ratio limitations on the plate elements under $$\,\,\,\,\,\,\,\,\,\,\,$$...
GATE CE 2006
In the design of beams for the limit state of collapse in flexure as per $$IS:$$ $$456$$ - $$2000,$$ let the maximum strain in concrete be limited to ...
GATE CE 2003
Maximum strains in an extreme fibre in concrete and in the tension reinforcement (Fe-$$415$$ grade and $${E_s} = 200\,\,kN/m{m^2}$$) in a balanced sec...
GATE CE 2003
A reinforced concrete beam, size $$200$$ $$mm$$ wide and $$300$$ $$mm$$ deep overall is simply supported over a span of $$3$$ $$m.$$ It is subjected t...
GATE CE 2003
A reinforced concrete beam, size $$200$$ $$mm$$ wide and $$300$$ $$mm$$ deep overall is simply supported over a span of $$3$$ $$m.$$ It is subjected t...
GATE CE 2002
Read the following two statements $${\rm I}.\,\,\,\,\,\,\,\,\,\,\,\,$$ Maximum strain in concrete at the outermost compression fibre is taken to be $$...
GATE CE 2002
As per provision of $$IS$$ $$456$$-$$2000$$, in the limit state method for design of beams, the limiting value of the depth of neutral axis in a reinf...
GATE CE 2001
Identify the FALSE statement from the following, pertaining to the design of concrete structures.
GATE CE 2000
The following two statements are made with reference to a simply supported under - reinforced $$RCC$$ beam: $${\rm I}.\,\,\,\,\,\,\,\,\,\,\,\,$$ Fail...
GATE CE 2000
Assume straight line instead of parabola for stress-strain curve of concrete as given below and partial factor of safety as $$1.0.$$ A rectangular...
GATE CE 2000
Assume straight line instead of parabola for stress-strain curve of concrete as given below and partial factor of safety as $$1.0.$$ A rectangular...
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