1
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+2
-0.6
A reinforced concrete $$(RC)$$ beam with width of $$250$$ $$mm$$ and effective depth of $$400$$ $$mm$$ is reinforced with $$Fe415$$ steel. As per the provisions of $$IS$$ $$456$$ - $$2000,$$ the minimum and maximum amount of tensile reinforcement (expressed in $$m{m^2}$$ ) for the section are, respectively
A
$$250$$ and $$3500$$
B
$$205$$ and $$4000$$
C
$$270$$ and $$2000$$
D
$$300$$ and $$2500$$
2
GATE CE 2015 Set 1
Numerical
+2
-0
Consider the singly reinforced beam section given below (left figure). The stress block parameters for the cross-section from $$IS:$$ $$456$$ - $$2000$$ are also given below (right figure). The moment of resistance for the given section by the limit state method is ______ $$kN$$-$$m.$$ GATE CE 2015 Set 1 Reinforced Cement Concrete - Singly Reinforced Sections Question 5 English
Your input ____
3
GATE CE 2014 Set 1
Numerical
+2
-0
For a beam of cross-section, width $$= 230$$ $$mm$$ and effective depth $$= 500$$ $$mm,$$ the number of rebars of $$12$$ $$mm$$ diameter required to satisfy minimum tension reinforcement requirement specified by $$IS:$$ $$456-2000$$ (assuming grade of steel reinforcement as $$Fe500$$) is _______________
Your input ____
4
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+2
-0.6
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 $$58$$ $$mm$$ and the grade of concrete is $$M25.$$ Assuming linear elastic behavior of the concrete, the effective curvature of the section (in per $$mm$$) is
A
$$2.0 \times {10^{ - 6}}$$
B
$$3.0 \times {10^{ - 6}}$$
C
$$4.0 \times {10^{ - 6}}$$
D
$$5.0 \times {10^{ - 6}}$$
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