1
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
In a plate girder, the web plate is connected to the flange plates by fillet welding. The size of the fillet welds is designed to safely resist
A
The bending stresses in the flanges
B
The vertical shear force at the section
C
The horizontal shear force between the flanges and the web plate
D
The forces causing buckling in the web
2
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
If principle stresses in two-dimensional case are $$\left( - \right)\,\,10\,MPa$$ and $$20$$ $$MPa$$ respectively, then maximum shear stress at the point is
A
$$10$$ $$MPa$$
B
$$15$$ $$MPa$$
C
$$20$$ $$MPa$$
D
$$30$$ $$MPa$$
3
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
In a two dimensional analysis, the state of stress at a point is shown below. GATE CE 2004 Strength of Materials Or Solid Mechanics - Complex Stress Question 1 English

If $$\sigma = 120\,\,MPa$$ and $${\tau _{xy}} = 70\,\,MPa,\,\,{\sigma _x}$$ and $${\sigma _y},$$ are respectively

A
$$26.7$$ $$MPa$$
B
$$54$$ $$MPa$$ and $$128$$ $$MPa$$
C
$$67.5$$ $$MPa$$ and $$213.3$$ $$MPa$$
D
$$16$$ $$MPa$$ and $$138$$ $$MPa$$
4
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
A three-span continuous beam has an internal hinge at $$B.$$ Section $$B$$ is at the mid-span of $$A.C.$$ Section $$E$$ is at the mid-span of $$CG$$. The $$20$$ $$kN$$ load is applied at section $$B$$ whereas $$10$$ $$kN$$ loads are applied at sections $$D$$ and $$F$$ as shown in the figure. Span $$GH$$ is subjected to uniformly distributed load of magnitude $$5$$ $$kN/m$$. For the loading shown, shear force immediate to the right of section $$E$$ is $$9.84$$ $$kN$$ upwards and the sagging moment at section $$E$$ is $$10.31$$ $$kN$$-$$m.$$ GATE CE 2004 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 4 English

The magnitude of the shear force immediate to the left and immediate to the right of section $$B$$ are, respectively

A
$$0$$ and $$20$$ $$kN$$
B
$$10$$ $$kN$$ and $$10$$ $$kN$$
C
$$20$$ $$kN$$ and $$0$$
D
$$9.84$$ $$kN$$ and $$10.19$$ $$kN$$
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