## Marks 1

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The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus a...
GATE CE 2016 Set 1
A steel section is subjected to a combination of shear and bending actions. The applied shear force is $$V$$ and the she...
GATE CE 2014 Set 1
A symmetric $${\rm I}$$-section (with width of each flange $$=50$$ $$mm$$, thickness of each flange $$=10$$ $$mm,$$ dept...
GATE CE 2013
Which of the following is NOT correct for steel sections as per $$IS:$$ $$800-1984$$?
GATE CE 2005
An unstiffened web $${\rm I}$$ section is fabricated from a $$10$$ $$mm$$ thick plate by fillet welding as shown in the ...
GATE CE 2005
When designing steel structures, one must ensure that local buckling in webs does not take place. This check may not be ...
GATE CE 2002
An $$ISMB$$ $$500$$ is used as a beam in a multi-storey construction. From the view point of structural design, it can b...
GATE CE 2002
The problem of lateral buckling can arise only in those steel beams which have
GATE CE 1999
A steel beam supporting loads from the floors slab as well as from wall is termed as
GATE CE 1999
Allowable average shear stress in an unstiffened web for beams made of steel of grade $$250\,\,N/m{m^2}$$ is
GATE CE 1997

## Marks 5

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The relevant cross-sectional details of a compound beam comprising a symmetric $${\rm I}$$-section and a channel section...
GATE CE 2001
Two wheels, placed at a distance of $$2.5$$ $$m$$ apart, with a load of $$200\,\,kN$$ on each of them are moving on a si...
GATE CE 1999

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