Compression Members · Steel Structures · GATE CE

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Marks 1

GATE CE 2013
Two steel columns $$P$$ (Length $$L$$ and yield strength $${f_y} = 250\,\,MPa$$) and $$Q$$ (length $$2L$$ and yield strength $${f_y} = 500\,\,MPa$$) h...
GATE CE 2009
Consider the following statements for a compression member $${\rm I}.\,\,\,\,$$ The elastic critical stress in compression increases with decrease in...
GATE CE 2009
The square root of the ratio of moment of inertia of the cross-section to its cross-sectional area is called
GATE CE 2006
Consider the following statements $${\rm I}.\,\,\,\,$$ Effective length of a battened column is usually increased to account for the additional load o...
GATE CE 2003
In the design of lacing system for a, built-up steel column, the maximum allowable slenderness ratio of lacing bar is

Marks 2

GATE CE 2004
A strut in a steel truss is composed of two equal angles $$ISA$$ $$150mm \times 150mm$$ of thickness $$100$$ $$mm$$ connected back-to back to the same...
GATE CE 2001
Consider the following two statements related to structural steel design, and identify whether they are True or FALSE. $${\rm I}.\,\,\,\,\,\,$$ The Eu...

Marks 5

GATE CE 2002
Given reason for the following is not more than $$20$$ words (a) A maximum permissible distance between lacing and battens in steel columns is $$\,\,...
GATE CE 1997
A compound steel column consisting of $$2$$ $$ISHB$$ $$400$$ placed at $$320$$ $$mm$$ centers, carries a total axial load of $$2500$$ $$kN.$$ Minimum ...
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