1
GATE CE 2016 Set 1
Numerical
+1
-0
The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus and design bending compressive stress of $$500\,\,c{m^3},\,\,650\,\,c{m^3}$$ and $$200$$ $$MPa,$$ respectively. The design flexural capacity (expressed in $$kNm$$) of the section is ___________________
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2
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
$$V > 0.9{V_s}$$
3
GATE CE 2013
Numerical
+1
-0
A symmetric $${\rm I}$$-section (with width of each flange $$=50$$ $$mm$$, thickness of each flange $$=10$$ $$mm,$$ depth of web $$= 100$$ $$mm,$$ and thickness of web $$=10$$ $$mm$$ ݉݉) of steel is subjected to a shear force of $$100$$ $$kN.$$ Find the magnitude of the shear stress (in ܰ$$N/m{m^2}$$) in the web at its junction with the top flange. ___________
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4
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
Which of the following is NOT correct for steel sections as per $$IS:$$ $$800-1984$$?
A
The maximum bending stress in tension or in compression in extreme fibre calculated on the effective section of a beam shall not exceed $$0.66\,\,{f_y}.$$
B
The bearing stress in any part of a beam when calculated on the net area shall not exceed $$0.75\,\,{f_y}.$$
C
The direct stress in compression on the gross sectional area of axial loaded compression member shall not exceed $$0.6\,\,{f_y}.$$
D
None of these
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