Exam Details
| Subject | structural analysis - i | |
| Paper | ||
| Exam / Course | b.e.(civil engineering) | |
| Department | ||
| Organization | SETHU INSTITUTE OF TECHNOLOGY | |
| Position | ||
| Exam Date | May, 2017 | |
| City, State | tamil nadu, pulloor |
Question Paper
Reg. No.
B.E. B.Tech. DEGREE EXAMINATION, MAY 2017
Fifth Semester
Civil Engineering
01UCE504 STRUCTURAL ANALYSIS I
(Regulation 2013)
Duration: Three hours Maximum: 100 Marks
Answer ALL Questions
PART A (10 x 2 20 Marks)
1. Equation that is used for the determination of deflection at a given point i in Beams and frames.
2. Define Virtual work.
3. Describe the basic assumption made in slope deflection method.
4. What are the quantities in terms of which the unknown moments are expressed in slope deflection method?
5. Define carry over factor and relative stiffness.
6. What are the advantages of continuous beams over simply supported beams?
7. Mention any three reasons due to which sway may occur in portal frames.
8. Define equivalent joint load forces.
9. Define degree of freedom?
10. Differentiate global axis and local axis.
PART B x 16 80 Marks)
11. Determine the vertical displacement of joint C of the steel truss shown in figure. The cross sectional area of each member is A 400 mm2 and E 2 x105 N/mm2.
Question Paper Code: 31154
2
31154
Or
Determine the deflection and rotation at the free end of the cantilever beam shown in
figure Use unit load method. Given E=2x105 and I=12x106mm4.
12. Analysis the given continuous beam shown in figure and draw its BMD and SFD
using slope deflection method. EI=Constant.
Or
Analyze the portal frame shown in figure by slope deflection method.
3
31154
13. Analyze the frame shown in figure By moment distribution method and draw the
SFD and BMD.
Or
Analysis the frame as shown in figure using moment distribution method and draw
BMD.
14. Apply the continuous beam ABCD shown in figure by Flexibility matrix method.
Take EI=Constant. Also sketch the shear force and Bending Moment diagram.
Or
4
31154
Analyze the pin jointed plane trusses shown in figure. By Flexibility matrix
method.
15. A continuous beam ABC consist of span AB=3m and BC=4m, the ends A and C
being fixed. AB and BC carries uniformly distributed loads of intensity 4kN/m and
5kN/m respectively. Find the support moments by stiffness matrix method and draw
the bending moment diagram for the beam. The beam is of uniform section
throughout.
Or
Write down the steps in analyzing a beam or frame using matrix stiffness method.
B.E. B.Tech. DEGREE EXAMINATION, MAY 2017
Fifth Semester
Civil Engineering
01UCE504 STRUCTURAL ANALYSIS I
(Regulation 2013)
Duration: Three hours Maximum: 100 Marks
Answer ALL Questions
PART A (10 x 2 20 Marks)
1. Equation that is used for the determination of deflection at a given point i in Beams and frames.
2. Define Virtual work.
3. Describe the basic assumption made in slope deflection method.
4. What are the quantities in terms of which the unknown moments are expressed in slope deflection method?
5. Define carry over factor and relative stiffness.
6. What are the advantages of continuous beams over simply supported beams?
7. Mention any three reasons due to which sway may occur in portal frames.
8. Define equivalent joint load forces.
9. Define degree of freedom?
10. Differentiate global axis and local axis.
PART B x 16 80 Marks)
11. Determine the vertical displacement of joint C of the steel truss shown in figure. The cross sectional area of each member is A 400 mm2 and E 2 x105 N/mm2.
Question Paper Code: 31154
2
31154
Or
Determine the deflection and rotation at the free end of the cantilever beam shown in
figure Use unit load method. Given E=2x105 and I=12x106mm4.
12. Analysis the given continuous beam shown in figure and draw its BMD and SFD
using slope deflection method. EI=Constant.
Or
Analyze the portal frame shown in figure by slope deflection method.
3
31154
13. Analyze the frame shown in figure By moment distribution method and draw the
SFD and BMD.
Or
Analysis the frame as shown in figure using moment distribution method and draw
BMD.
14. Apply the continuous beam ABCD shown in figure by Flexibility matrix method.
Take EI=Constant. Also sketch the shear force and Bending Moment diagram.
Or
4
31154
Analyze the pin jointed plane trusses shown in figure. By Flexibility matrix
method.
15. A continuous beam ABC consist of span AB=3m and BC=4m, the ends A and C
being fixed. AB and BC carries uniformly distributed loads of intensity 4kN/m and
5kN/m respectively. Find the support moments by stiffness matrix method and draw
the bending moment diagram for the beam. The beam is of uniform section
throughout.
Or
Write down the steps in analyzing a beam or frame using matrix stiffness method.
Subjects
- advanced structural design
- applied hydraulic engineering
- concrete technology
- construction management and finance
- construction techniques and practices
- design of reinforced cement concrete and masonry structures
- design of steel and timber structures
- engineering geology
- environmental science and engineering
- estimation, costing and valuation engineering
- fluid mechanics
- foundation engineering
- ground improvement techniques
- highway engineering
- irrigation engineering
- mechanics of solids - ii
- mechanics of solids – i
- municipal solid waste management
- numerical methods
- prestressed concrete structures
- qualitative and quantitative aptitude
- railways, airports and harbour engineering
- soil mechanics
- structural analysis - i
- structural analysis - ii
- structural dynamics and earthquake engineering
- surveying – i
- surveying – ii
- traffic engineering and management
- transforms and partial differential equations
- value education and human rights
- waste water engineering
- water supply engineering