GATE CE 2015 Set 2 | GATE CE Year Wise Previous Years Questions

GATE CE 2015 Set 2

Numerical

-0

According to the concept of Limit State Design as per IS 456: 2000, the probability of failure of a structure is __________.

Your input ____

GATE CE 2015 Set 2

MCQ (Single Correct Answer)

-0.3

A steel member ‘M’ has reversal of stress due to live loads, whereas another member ‘N’ has reversal of stress due to wind load. As per $$IS$$ $$800: 2007,$$ the maximum slenderness ratio permitted is:
$$\left( 1 \right)\,\,\,\,\,$$ Lesser for member $$‘M’$$ than that of member $$‘N’$$
$$\left( 2 \right)\,\,\,\,\,$$ More for member $$‘M’$$ than for member $$‘N’$$
$$\left( 3 \right)\,\,\,\,\,$$ Same for both the members
$$\left( 4 \right)\,\,\,\,\,$$ Not specified in the Code

$$1$$

$$2$$

$$3$$

$$4$$

GATE CE 2015 Set 2

MCQ (Single Correct Answer)

-0.3

Prying forces are

shearing forces on the bolts because of the joints

tensile forces due to the flexibility of connected parts

bending forces on the bolts because of the joints

forces due the friction between connected parts

GATE CE 2015 Set 2

MCQ (Single Correct Answer)

-0.3

For the plane stress situation shown in the figure, the maximum shear stress and the plane on which it acts are: GATE CE 2015 Set 2 Strength of Materials Or Solid Mechanics - Complex Stress Question 16 English

GATE CE 2015 Set 2 Strength of Materials Or Solid Mechanics - Complex Stress Question 16 English

$$-50$$ $$MPa$$, on a plane $${45^ \circ }$$ clockwise $$w.r.t.x$$-axis

$$-50$$ $$MPa$$, on a plane $${45^ \circ }$$ anti-clockwise $$w.r.t.x$$-axis

$$50$$ $$MPa$$, at all orientations

zero, at all orientations

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