1
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
$$5.0 \times {10^{ - 6}}$$
2
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 ____
3
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
A steel section is subjected to a combination of shear and bending actions. The applied shear force is $$V$$ and the shear capacity of the section is $${V_s}.$$ For such a section, high shear force (as per $$IS:800$$-$$2007$$) is defined as
A
$$V > 0.6{V_s}$$
B
$$V > 0.7{V_s}$$
C
$$V > 0.8{V_s}$$
D
$$V > 0.9{V_s}$$
4
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+2
-0.6
The tension and shear force (both in $$kN$$) in each bolt of the joint, as shown below, respectively are GATE CE 2014 Set 1 Steel Structures - Eccentric Connections Question 5 English
A
$$30.33$$ and $$20.00$$
B
$$30.33$$ and $$25.00$$
C
$$33.33$$ and $$20.00$$
D
$$33.33$$ and $$25.00$$
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