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
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