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Bangalore University 2006-2nd Sem B.E Civil Engineering First/ester ,. - Question Paper

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First / Second Semester B.E. Degree Examination, July 2006

Common to All Branches Elements of Civil Engineering

Time: 3 hrs.]    [Max. Marks: 100

Note: 1. Answer any FIVE questions.

a.    Discuss briefly the impact of infrastructural development on the economy and environment.    (10 Marks)

b.    Explain briefly the terms planning, scheduling and construction management.

(10 Marks)

a.    State any ten properties of good timber.    (10 Marks)

b.    Give the applications of polymer matrix composites (PMC) in civil

engineering.

(05 Marks) (05 Marks)

(10 Marks) (10 Marks)


Write an explanatory note on smart materials in civil engineering.

c.


a.    Discuss briefly GPS and its applications.

b.    Give explanatory notes on remote sensing and GIS.

a.    State and prove Varignons theorem.    (05 Marks)

b.    Explain different types of force system with examples.    (05 Marks)

c.    Determine the magnitude, direction and position of resultant force with reference to point A for the non-coplanar force system shown below in

(10 Marks)

a.    State and prove Lamis theorem.    (05 Marks)

b.    Distinguish :

i)    Hinged support

ii)    Roller support

iii)    Fixed support.    (05 Marks)

c.    Find the support reactions at A and B for the beam loaded as shown below in Fig. 5(c)

Fig. 6(a)

first principles.

b.    State parallel axis theorem.

c.    Determine centroid of the shaded area with reference apex.


(07 Marks) (03 Marks) (10 Marks)


a.    Determine the moment of inertia of a square lamina of side a about on axis passing through its diagonal.    (06 Marks)

b.    Find the centroid of the area enclosed by a right angles triangle from first principle.    (04 Marks)

c.    Determine the moment of inertia of the shaded area about the axis A-A.

~y>7-7-    (10 Marks)

Fig. 7(c)

a.    Give the theory of solid friction.    (08 Marks)

b.    The crate shown in Fig. 8(b) has a mass of 580 kg. if P = 6000 N, find the magnitude and sense of the friction force which acts on the crate. What value of P will cause the crate to have impending motion up the plane? Find the minimum value of P required to keep the crate from sliding down the plane. For what range of values of P will the crate remain in the equilibrium position shown in Fig. 8(b)?    (12 Marks)

Fig. 8(b)

k it -k & *

i







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