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
1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
Two plates, subjected to direct tension, each of $$10$$ $$mm$$ thickness and having widths of $$100$$ $$mm$$ and $$175$$ $$mm,$$ respectively are to be fillet welded with an overlap of $$200$$ $$mm.$$ Given that the permissible weld stress is $$110$$ $$MPa$$ and the permissible stress in steel is $$150$$ $$MPa,$$ then length of the weld required using the maximum permissible weld size as per $$IS:$$ $$800$$ -$$1984$$ is GATE CE 2010 Steel Structures - Welded Connections Question 9 English
A
$$245.3$$ $$mm$$
B
$$229.2$$ $$mm$$
C
$$205.5$$ $$mm$$
D
$$194.8$$ $$mm$$
2
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
A fillet-welded joint of $$6$$ $$mm$$ size is shown in the figure. The welded surfaces meet at $$60$$ - $$90$$ degree and permissible stress in the fillet weld is $$108$$ $$MPa.$$ The safe load that can be transmitted by the joint is GATE CE 2005 Steel Structures - Welded Connections Question 10 English
A
$$162.7$$ $$kN$$
B
$$151.6$$ $$kN$$
C
$$113.4$$ $$kN$$
D
$$109.5$$ $$kN$$
3
GATE CE 2002
MCQ (Single Correct Answer)
+2
-0.6
$$ISA$$ $$100 \times 100 \times 10mm$$ (cross sectional area $$ = 1903\,\,m{m^2}$$) is welded along $$A$$ and $$B$$ (Refer to figure in the below question) such that the lengths of the weld along $$A$$ and $$B$$ are $${l_1}$$ and $${l_2}$$ respectively. Which of the following is a possibly acceptable combination of $${l_1}$$ and $${l_2}$$ GATE CE 2002 Steel Structures - Welded Connections Question 6 English
A
$${l_1}$$ $$=60$$ $$mm$$ and $${l_2}$$ $$=150$$ $$mm$$
B
$${l_1}$$ $$=150$$ $$mm$$ and $${l_2}$$ $$=60$$ $$mm$$
C
$${l_1}$$ $$=150$$ $$mm$$ and $${l_2}$$ $$=150$$ $$mm$$
D
Any of the above, depending on the size of the weld
4
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
Maximum size of a fillet weld for a plate of square edge is
A
$$1.5$$ $$mm$$ less than the thickness of the plate
B
one half of the thickness of the plate
C
thickness of the plate itself
D
$$1.5$$ $$mm$$ more than the thickness of the plate
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