GATE CE 2010 | GATE CE Year Wise Previous Years Questions

GATE CE 2010

MCQ (Single Correct Answer)

-0.3

The major and minor principal stresses at a point are $$3MPa$$ and $$-3MPa$$ respectively. The maximum shear stress at the point is

Zero

$$3$$ $$MPa$$

$$6$$ $$MPa$$

$$9MPa$$

GATE CE 2010

MCQ (Single Correct Answer)

-0.3

The number of independent elastic constants for a linear elastic isotropic and homogeneous material is

GATE CE 2010

MCQ (Single Correct Answer)

-0.3

For the truss shown in the figure, the force in the member QR is GATE CE 2010 Structural Analysis - Truss Question 15 English

zero

$${P \over {\sqrt 2 }}$$

$$P$$

$${\sqrt 2 P}$$

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

A three hinged parabolic arch having a span of $$20$$ $$m$$ and a rise of $$5$$ $$m$$ carries a point load of $$10$$ $$kN$$ at quarter span from the left end as shown in the figure. The resultant reaction at the left support and its inclination with the horizontal are respectively GATE CE 2010 Structural Analysis - Arches and Cable Question 4 English

GATE CE 2010 Structural Analysis - Arches and Cable Question 4 English

$$9.01$$ $$kN$$ and $${56.31^ \circ }$$

$$9.01$$ $$kN$$ and $${33.69^ \circ }$$

$$7.50$$ $$kN$$ and $${56.31^ \circ }$$

$$2.50$$ $$kN$$ and $${33.69^ \circ }$$

GATE CE Papers

2024