Download PTU (I.K. Gujral Punjab Technical University Jalandhar (IKGPTU) ) BE/BTech Civil Engineering (CE) 2020 March 5th Sem CE 305 Structural Analysis Ii Previous Question Paper
Roll No. Total No. of Pages : 03
Total No. of Questions : 09
B.Tech (Civil) (Sem.?5)
STRUCTURAL ANALYSIS-II
Subject Code : CE-305
M.Code : 56022
Time : 3 Hrs. Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
1. SECTION-A is COMPULSORY consisting of TEN questions carrying TWO marks
each.
2. SECTION-B contains FIVE questions carrying FIVE marks each and students
have to attempt any FOUR questions.
3. SECTION-C contains THREE questions carrying TEN marks each and students
have to attempt any TWO questions.
SECTION-A
1. Write briefly :
a) What is static Indeterminacy?
b) Give two advantages of fixed Beams.
c) What is an Influence Line ?
d) Define Distribution factor.
e) What is the difference between absolute and relative stiffness.
f) Write any two assumptions of Cantilever Method.
g) What is lack of fit in a truss?
h) Determine sway factor for a frame shown
Fig.1
I 3I
2I
3m
3m
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1 | M-56022 (S2)-2712
Roll No. Total No. of Pages : 03
Total No. of Questions : 09
B.Tech (Civil) (Sem.?5)
STRUCTURAL ANALYSIS-II
Subject Code : CE-305
M.Code : 56022
Time : 3 Hrs. Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
1. SECTION-A is COMPULSORY consisting of TEN questions carrying TWO marks
each.
2. SECTION-B contains FIVE questions carrying FIVE marks each and students
have to attempt any FOUR questions.
3. SECTION-C contains THREE questions carrying TEN marks each and students
have to attempt any TWO questions.
SECTION-A
1. Write briefly :
a) What is static Indeterminacy?
b) Give two advantages of fixed Beams.
c) What is an Influence Line ?
d) Define Distribution factor.
e) What is the difference between absolute and relative stiffness.
f) Write any two assumptions of Cantilever Method.
g) What is lack of fit in a truss?
h) Determine sway factor for a frame shown
Fig.1
I 3I
2I
3m
3m
2 | M-56022 (S2)-2712
i) What are equilibrium conditions of a space truss?
j) What do you mean by yielding of supports?
SECTION-B
2. Using Method of Least work, determine the moment at fixed end of a propped cantilever
beam subjected to udl throughout the span.
3. Analyse the continuous beam shown in figure using Clapeyron?s Theorem
Fig.2
4. Analyse the frame using Moment Distrution Method.
Fig.3
5. What are the advantages/disadvantages of Kani?s Method over Moment Distribution
Method.
6. Analyse the frame using Cantilever Method.
4kN/m
10kN
10kN
2.5
5 m 4 m 4 m
I I
2I
7m
2m 3m
10kN
15kN
30kN
3m
3m
5m 4m
FirstRanker.com - FirstRanker's Choice
1 | M-56022 (S2)-2712
Roll No. Total No. of Pages : 03
Total No. of Questions : 09
B.Tech (Civil) (Sem.?5)
STRUCTURAL ANALYSIS-II
Subject Code : CE-305
M.Code : 56022
Time : 3 Hrs. Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
1. SECTION-A is COMPULSORY consisting of TEN questions carrying TWO marks
each.
2. SECTION-B contains FIVE questions carrying FIVE marks each and students
have to attempt any FOUR questions.
3. SECTION-C contains THREE questions carrying TEN marks each and students
have to attempt any TWO questions.
SECTION-A
1. Write briefly :
a) What is static Indeterminacy?
b) Give two advantages of fixed Beams.
c) What is an Influence Line ?
d) Define Distribution factor.
e) What is the difference between absolute and relative stiffness.
f) Write any two assumptions of Cantilever Method.
g) What is lack of fit in a truss?
h) Determine sway factor for a frame shown
Fig.1
I 3I
2I
3m
3m
2 | M-56022 (S2)-2712
i) What are equilibrium conditions of a space truss?
j) What do you mean by yielding of supports?
SECTION-B
2. Using Method of Least work, determine the moment at fixed end of a propped cantilever
beam subjected to udl throughout the span.
3. Analyse the continuous beam shown in figure using Clapeyron?s Theorem
Fig.2
4. Analyse the frame using Moment Distrution Method.
Fig.3
5. What are the advantages/disadvantages of Kani?s Method over Moment Distribution
Method.
6. Analyse the frame using Cantilever Method.
4kN/m
10kN
10kN
2.5
5 m 4 m 4 m
I I
2I
7m
2m 3m
10kN
15kN
30kN
3m
3m
5m 4m
3 | M-56022 (S2)-2712
Fig.4
SECTION-C
7. Using Slope Deflection Method, determine the support moments for the continuous beam
shown Draw BMD & SFD.
Fig.5
8. Using method of Tension coefficients, find the bar forces in the truss.
Fig.6
9. Draw Influence Line for shear force at a section 2m from right hand support of a simply
supported beam having 8m span. Determine value of SF when a udl 5m long is placed
with its one end 1 m from left hand support.
NOTE : Disclosure of Identity by writing Mobile No. or Making of passing request on any
page of Answer Sheet will lead to UMC against the Student.
50kN/m
20kN 20kN
3 m 3 m
1.5 1.5
A B
C D
3 m
I 2I 1.5I
60? 60?
30kN
4 m 4 m
2m 2m
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This post was last modified on 21 March 2020