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Steel Structures
Materials and Specifications
Marks 1
Tension Members
Marks 1Marks 2Marks 5
Riveted Joints and Bolted Joints
Marks 1Marks 2
Welded Connections
Marks 1Marks 2
Eccentric Connections
Marks 1Marks 2Marks 5
Compression Members
Marks 1Marks 2Marks 5
Beams
Marks 1Marks 5
Plate Girder
Marks 1Marks 2Marks 5
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1
GATE CE 2002
MCQ (Single Correct Answer)
+1
-0.3
An $$ISMB$$ $$500$$ is used as a beam in a multi-storey construction. From the view point of structural design, it can be considered to be 'laterally restrained' when,
A
The tension flange is 'laterally restrained'
B
The compression flange is 'laterally restrained'
C
The web is adequately stiffened
D
The conditions in $$(a)$$ and $$(c)$$ are met
2
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
The problem of lateral buckling can arise only in those steel beams which have
A
moment of inertia about the bending axis larger than the other
B
moment of inertia about the bending axis smaller than the other
C
fully supported compression flange
D
none of the above
3
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
A steel beam supporting loads from the floors slab as well as from wall is termed as
A
Stringer beam
B
Lintel beam
C
Spandrel beam
D
Header beam
4
GATE CE 1997
MCQ (Single Correct Answer)
+1
-0.3
Allowable average shear stress in an unstiffened web for beams made of steel of grade $$250\,\,N/m{m^2}$$ is
A
$$250\,\,N/m{m^2}$$
B
$$165\,\,N/m{m^2}$$
C
$$150\,\,N/m{m^2}$$
D
$$100\,\,N/m{m^2}$$
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Questions Asked from Marks 1
GATE CE 2016 Set 1 (1) GATE CE 2014 Set 1 (1) GATE CE 2013 (1) GATE CE 2005 (2) GATE CE 2002 (2) GATE CE 1999 (2) GATE CE 1997 (1)
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude