Roll No. ......................~

Total No. of Questions: 09] [Total No. of Pages: 03

Paper ID [CE305](Please fill this Paper ID in OMR Sheet)

B.Tech. (Sem. - 5th)

STRUC'l'URAL ANALYSIS - II (CE - 305)(Paper -I)

MA Y 2008

Time: 03 Hours " Maximum Marks: 60

Instruction to Candidates:

Ql)

MA Y 2DOa1)

2)

3)

Section - A is Compulsory.

Attempt any Four questions from Section -B.Attempt any Two questions from Section - C.

Section- A

(10 x 2 =20)

a) Distinguish between statically determinateand statically indetenninatestructures.

b) State three moments theorems.

c) What is the difference between a fixed beam and a propped cantilever?

d).

Whatarerigid frames?

e) Explain carry over ,factors.".

t) What is rotation contribution factor?

g) What are ~he assumptions in portal method of analysis Qf frames?

h) What are equilibrium and stability conditions of space truss?

i) State Muller Breslau principle.

j) What is the effect of rotation of support in fixed beams?

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Q2) Dra~ the BMD of the propped cantilever by consistent deformationmethod.Take El = 1 x l06 NM2

Section - B

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Q3) Analyse the fixed beam using moment area theorem..:nnn" \fI q. Ibu~~ . '4 r,. , .

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Q4) Analyze the frame by slope deflection method.

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Q5) Explain the procedure for the analysis of space frames using tensioncoefficient method.

Q6) Find the support moments of continuous beam using three moments theorem.During loading support '~' sinks by lcm. .

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Q7} Analyze the frame using Moment Distribution method.

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JlQ8} Analyse the frame by Kani's method.

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Q9} Analyse the frame by portal method. Area of each exterior column is half ofthe area of interior columns.

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