GATE CE 2010 | GATE CE Year Wise Previous Years Questions

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

A double cover butt riveted joint is used to connect two flat plates of 200 mm width and 14 mm thickness as show in the figure. There are twelve power driven rivets of 20 mm diameter at a pitch of 50 mm in both directions on either side of the plate. Two cover plates of 10 mm thickness are used. The capacity of the joint in tension considering bearing and shear ONLY, with permissible bearing and shear stresses as 300MPa respectively is GATE CE 2010 Steel Structures - Riveted Joints and Bolted Joints Question 2 English

GATE CE 2010 Steel Structures - Riveted Joints and Bolted Joints Question 2 English

1083.6 kN

871.32 kN

541.18 kN

433.70 kN

GATE CE 2010

MCQ (Single Correct Answer)

-0.3

The effective length of a column of length $$L$$ fixed against rotation and translation at one end is

$$0.5$$ $$L$$

$$0.7$$ $$L$$

$$1.414$$ $$L$$

$$2$$ $$L$$

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 7 English

GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 7 English

The deflection of the beam at $$' R '$$ is

$${{8W{L^3}} \over {EI}}$$

$${{5W{L^3}} \over {6EI}}$$

$${{7W{L^3}} \over {3EI}}$$

$${{8W{L^3}} \over {6EI}}$$

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 8 English

The deflection and slope of the beam at $$'Q'$$ are respectively

$${{5W{L^3}} \over {6EI}}$$ and $${{3W{L^2}} \over {2EI}}$$

$${{W{L^3}} \over {6EI}}$$ and $${{W{L^2}} \over {2EI}}$$

$${{W{L^3}} \over {2EI}}$$ and $${{W{L^2}} \over {EI}}$$

$${{W{L^3}} \over {3EI}}$$ and $${{3W{L^2}} \over {2EI}}$$

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