Exam Details
Subject | Structural Analysis - II | |
Paper | ||
Exam / Course | B.Tech Civi Engg. (BTCLEVI)/B.Tech Electronics And Communication Engg. (BTECVI) | |
Department | School of Engineering & Technology (SOET) | |
Organization | indira gandhi national open university | |
Position | ||
Exam Date | June, 2015 | |
City, State | new delhi, |
Question Paper
1. Using the method of sections, compute forces in Pratt-truss loaded as" shown in Figure 1.
<img src='./qimages/15442-1.jpg'>
Draw the influence line diagram for the system shown in Figure 2. Find reaction at B.
<img src='./qimages/15442-2a.jpg'>
Two wheel loads, 80 kN and 200 kN, spaced 2 m apart, move on a girder of span 16 m. Find the maximum positive and negative shear force at a section 4 m from the left end. Any wheel load can lead the other.
<img src='./qimages/15442-2b.jpg'>
A simply supported girder has a span of 12 m. A 200 kN wheel load moves from one end to the other end on the span of the girder. Find the maximum bending moment which can occur at a section 4 m from the left end.
<img src='./qimages/15442-3a.jpg'>
A live load of 8 kN per metre moves on a simply supported girder of span 12 m. Find the maximum bending moment which can occur at a section 4 m from the left end.
<img src='./qimages/15442-3b.jpg'>
4. A three-hinged arch of span and rise carries a uniformly distributed load of per unit run over the whole span. Show that the horizontal thrust at each support is wL^2/8h
<img src='./qimages/15442-4.jpg'>
5. A two-hinged semicircular arch of radius carries a uniformly distributed load of w per unit run over the whole span. Determine the horizontal thrust at each support. Assume uniform flexural rigidity.
<img src='./qimages/15442-5.jpg'>
6. A beam ABC of length 16 m consists of span AB and BC each 8 m long and is simply supported at Band C. The beam carries a uniformly distributed load of 40 kN/m on the whole length. Find reactions at the supports and support moments.
<img src='./qimages/15442-6.jpg'>
7. Find the fixed end moments for the beam loaded as shown in Figure 9. Also draw the B.M. diagram.
<img src='./qimages/15442-7.jpg'>
8. A continuous beam ABC consists of span AB 3 m and BC the ends A and Bare fixed. AB and BC carry uniformly distributed loads of intensity 4 kN/m and 5 kN/m . respectively. Find the support moments and draw the bending moment diagram for the beam. The beam is of uniform section throughout. Use slope deflection method.
<img src='./qimages/15442-8.jpg'>
9. Analyse the continuous beam shown in Figure 11 by moment distribution method.
<img src='./qimages/15442-9.jpg'>
10. Write short notes on the following:
Eddy's Theorem
Rib Shortening Effects in Arches
Virtual Work Principles
Kinematic Indeterminacy
<img src='./qimages/15442-1.jpg'>
Draw the influence line diagram for the system shown in Figure 2. Find reaction at B.
<img src='./qimages/15442-2a.jpg'>
Two wheel loads, 80 kN and 200 kN, spaced 2 m apart, move on a girder of span 16 m. Find the maximum positive and negative shear force at a section 4 m from the left end. Any wheel load can lead the other.
<img src='./qimages/15442-2b.jpg'>
A simply supported girder has a span of 12 m. A 200 kN wheel load moves from one end to the other end on the span of the girder. Find the maximum bending moment which can occur at a section 4 m from the left end.
<img src='./qimages/15442-3a.jpg'>
A live load of 8 kN per metre moves on a simply supported girder of span 12 m. Find the maximum bending moment which can occur at a section 4 m from the left end.
<img src='./qimages/15442-3b.jpg'>
4. A three-hinged arch of span and rise carries a uniformly distributed load of per unit run over the whole span. Show that the horizontal thrust at each support is wL^2/8h
<img src='./qimages/15442-4.jpg'>
5. A two-hinged semicircular arch of radius carries a uniformly distributed load of w per unit run over the whole span. Determine the horizontal thrust at each support. Assume uniform flexural rigidity.
<img src='./qimages/15442-5.jpg'>
6. A beam ABC of length 16 m consists of span AB and BC each 8 m long and is simply supported at Band C. The beam carries a uniformly distributed load of 40 kN/m on the whole length. Find reactions at the supports and support moments.
<img src='./qimages/15442-6.jpg'>
7. Find the fixed end moments for the beam loaded as shown in Figure 9. Also draw the B.M. diagram.
<img src='./qimages/15442-7.jpg'>
8. A continuous beam ABC consists of span AB 3 m and BC the ends A and Bare fixed. AB and BC carry uniformly distributed loads of intensity 4 kN/m and 5 kN/m . respectively. Find the support moments and draw the bending moment diagram for the beam. The beam is of uniform section throughout. Use slope deflection method.
<img src='./qimages/15442-8.jpg'>
9. Analyse the continuous beam shown in Figure 11 by moment distribution method.
<img src='./qimages/15442-9.jpg'>
10. Write short notes on the following:
Eddy's Theorem
Rib Shortening Effects in Arches
Virtual Work Principles
Kinematic Indeterminacy
Other Question Papers
Departments
- Centre for Corporate Education, Training & Consultancy (CCETC)
- Centre for Corporate Education, Training & Consultancy (CCETC)
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Subjects
- Advance Surveying
- Advanced Design Of Foundation
- Advanced Environmental Engineering
- Advanced Structural Analysis
- Bachelor Of Technology (Ce)
- Building Technology -I
- Civil Engineering
- Computational Methods In Structural Engineering
- Earth And Rock Fill Dam Engineering
- Elements of Engineering Science
- Engineering Geology
- E n v i r o n m e n t a l E n g i n e e r i n g I I
- Environmental Engineering-I
- Estimation And Construction Management
- Geoinformatics
- Geotechnical Engineering - II
- Mathematics-III
- Pavement Evaluation
- Quantity Surveying and Costing
- Reliability And Optimization Of Structures
- Structural Analysis - II
- Structural Analysis - III
- Structural Analysis I
- Structural Design And Drawing - I
- Structural Design And Drawing - II
- Surveying
- Traffic Engineering
- Transportation Engg. II
- Transportation Engineering - I
- Transportation Planning
- Water Resources Engineering
- Water Resources System Planning And Design