1
GATE CE 2017 Set 2
Numerical
+2
-0
Two plates of $$8$$ $$mm$$ thickness each are connected by a fillet weld of $$6$$ $$mm$$ thickness as shown in the figure. GATE CE 2017 Set 2 Steel Structures - Welded Connections Question 1 English

The permissible stresses in the plate and the weld are $$150$$ $$MPa$$ and $$110$$ $$MP,$$ respectively. Assuming the length of the weld shown in the figure to be the effective length, the permissible load $$P$$ (in $$kN$$) is _____________.

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2
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+2
-0.6
Two plates are connected by fillet welds of size $$10$$ $$mm$$ and subjected to tension, as shown in the sketch. The thickness of each plate is $$12$$ $$mm.$$ The yield stress and the ultimate tensile stress of steel are $$250$$ $$MPa$$ and $$410$$ $$MPa,$$ respectively. The welding is done in the workshop $$\left( {{\gamma _{mw}} = 1.25} \right).$$ GATE CE 2016 Set 1 Steel Structures - Welded Connections Question 5 English

As per the Limit State Method of $$IS$$ $$800:2007,$$ the minimum length (rounded off to the nearest higher multiple of $$5$$ $$mm$$) of each weld to transmit a force $$P$$ equal to $$270$$ $$kN$$ (factored) is

A
$$90$$ $$mm$$
B
$$105$$ $$mm$$
C
$$110$$ $$mm$$
D
$$115$$ $$mm$$
3
GATE CE 2012
MCQ (Single Correct Answer)
+2
-0.6
Two plates are connected by fillet welds of size $$10$$ $$mm$$ and subjected to tension, as shown in the sketch. The thickness of each plate is $$12$$ $$mm.$$ The yield stress and the ultimate tensile stress of steel are $$250$$ $$MPa$$ and $$410$$ $$MPa,$$ respectively. The welding is done in the workshop $$\left( {{\gamma _{mw}} = 1.25} \right).$$ GATE CE 2012 Steel Structures - Welded Connections Question 4 English

As per the Limit State Method of $$IS$$ $$800:2007,$$ the minimum length (rounded off to the nearest higher multiple of $$5$$ $$mm$$) of each weld to transmit a force $$P$$ equal to $$270$$ $$kN$$ (factored) is

A
$$90$$ $$mm$$
B
$$105$$ $$mm$$
C
$$110$$ $$mm$$
D
$$115$$ $$mm$$
4
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 6 English
A
$$245.3$$ $$mm$$
B
$$229.2$$ $$mm$$
C
$$205.5$$ $$mm$$
D
$$194.8$$ $$mm$$
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