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 | December, 2016 | |
| City, State | new delhi, |
Question Paper
No. of Printed Pages: 5 IBICE.()11I
B.Tech. CML ENGINEERING (BTCLEVI) Term-End Examination
00393
December, 2016
BICE·O11 STRUCTURAL ANALVSIS -II
Time hours Maximum Marks: 70
Note: Attempt any five questions. All questions carry equal marks. AssUme any missing data.
1. A two-hinged parabolic arch has a span of 30 m and a central rise of 5 m. Calculate the maximum positive and negative bending moment at a section distant 10 m from the left support, due to a single point load of 10 kN rolling from left to right. 14
2. A three-hinged circular arch consists of a portion AC of radius 3 m and rise of hinge C with respect to left abutment is 3 m. The right hand portion CB is of radius 8 m and the horizontal distance BC is 7m. If a concentrated load of 10 kN acts at 6 m from the left hand end, determine the reactions at supports and maximum bending moment of the arch as shown in Figure <img src='./qimages/8695-2.jpg'>
3. Analyse the rigid frame as shown in Figure by slope deflection method. <img src='./qimages/8695-3.jpg'>
4. A horizontal beam ABCD is supported on hinged support and is continuous over three spans of 3 m each as shown in Figure . Draw the BMD if the support A settles by 10 mm, B settles by 30 mm and C settles by 20 mm. Take 1=2.4x10^6 E=2x10^5N/mm2. 14 <img src='./qimages/8695-4.jpg'>
5. Determine the reaction components in the continuous bean as shown in figure
<br> <img src='./qimages/8695-5.jpg'>
6. Using influence line diagram, determine the shear force and bending moment at section C in the simply supported beam as shown in Figure . 14 <img src='./qimages/8695-6.jpg'>
AB 14 AD 2 DE= 4m, EF FG= 2m, GB=4m.
7. Determine the horizontal displacement of roller support 0f the truss as shown in Figure. Cross-section of all top chord members are 6000 mm^2 and other members have 3000 mm^2 X-section. rake E =200 kN/mm^2. 14 <img src='./qimages/8695-7.jpg'>
8. Determine the horizontal displacement and rotation at roller support in the frame shown in Figure by Unit load method. <img src='./qimages/8695-8.jpg'>
B.Tech. CML ENGINEERING (BTCLEVI) Term-End Examination
00393
December, 2016
BICE·O11 STRUCTURAL ANALVSIS -II
Time hours Maximum Marks: 70
Note: Attempt any five questions. All questions carry equal marks. AssUme any missing data.
1. A two-hinged parabolic arch has a span of 30 m and a central rise of 5 m. Calculate the maximum positive and negative bending moment at a section distant 10 m from the left support, due to a single point load of 10 kN rolling from left to right. 14
2. A three-hinged circular arch consists of a portion AC of radius 3 m and rise of hinge C with respect to left abutment is 3 m. The right hand portion CB is of radius 8 m and the horizontal distance BC is 7m. If a concentrated load of 10 kN acts at 6 m from the left hand end, determine the reactions at supports and maximum bending moment of the arch as shown in Figure <img src='./qimages/8695-2.jpg'>
3. Analyse the rigid frame as shown in Figure by slope deflection method. <img src='./qimages/8695-3.jpg'>
4. A horizontal beam ABCD is supported on hinged support and is continuous over three spans of 3 m each as shown in Figure . Draw the BMD if the support A settles by 10 mm, B settles by 30 mm and C settles by 20 mm. Take 1=2.4x10^6 E=2x10^5N/mm2. 14 <img src='./qimages/8695-4.jpg'>
5. Determine the reaction components in the continuous bean as shown in figure
<br> <img src='./qimages/8695-5.jpg'>
6. Using influence line diagram, determine the shear force and bending moment at section C in the simply supported beam as shown in Figure . 14 <img src='./qimages/8695-6.jpg'>
AB 14 AD 2 DE= 4m, EF FG= 2m, GB=4m.
7. Determine the horizontal displacement of roller support 0f the truss as shown in Figure. Cross-section of all top chord members are 6000 mm^2 and other members have 3000 mm^2 X-section. rake E =200 kN/mm^2. 14 <img src='./qimages/8695-7.jpg'>
8. Determine the horizontal displacement and rotation at roller support in the frame shown in Figure by Unit load method. <img src='./qimages/8695-8.jpg'>
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