CE8602 Question Bank Structural Analysis 2
CE8602 Question Bank Structural Analysis 2 Regulation 2017 Anna University free download. Structural Analysis 2 Question Bank CE8602 pdf free download.
Sample CE8602 Question Bank Structural Analysis 2
1.
A circular three hinged arch of span 25m with a central rise of 5m is hinged at the crown and the end supports. It carries a point load of 100kN at 6m from the left support. Examine and Calculate the reaction at the supports and Moment at 5m from the left support.
CE8602 Question Bank Structural Analysis 2
A three hinged circular arch of span 16m and rise 4m is subjected to two point loads of 100 kN and 80 kN at the left and right quarter span points respectively. Examine and find the reaction at the supports. Find also the bending moment, radial shear and normal thrust at 6m from left support.
CE8602 Question Bank Structural Analysis 2
A symmetrical three hinged arch has a span of 50 & rise 5m. Find and examine the maximum bending moment at a quarter point of the arch caused by a uniformly distributed load of 10kN/m which occupies any portion of the span. Indicate the position of the load for this condition.
CE8602 Question Bank Structural Analysis 2
Describe cable structures. Mention its needs
BT1
Remember
2
Examine the true shape of cable structures.
A Parabolic three hinged arch carries loads as shown in figure. Determine the resultant reactions at support. Find the BM, Normal Thrust and radial shear at D, 5m from A, what is the maximum BM?
Formulate the expression for horizontal thrust in a two hinged semi-circular arch of radius R, carrying a point load W at the crown.
| Subject name | Structural Analysis 2 |
| Short Name | SA 2 |
| Semester | 6 |
| Subject Code | CE8602 |
| Regulation | 2017 regulation |
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