- Describe through sketch/figure hyperstatic stresses in case of Prestressed concrete strcutres.
- Explain Kern Distances and procedure to compute for given cross section
- Describe Pre stress losses and procedure to compute these losses
- Draw influence line diagram for Reaction at Support A, Bending Moment at Support B and Shear force at Support C for continuous three span girder shown below
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Three Span Continuous Girder, Draw Influence Line Diagram |
5. For Single cell box girder prestressed simply supported box girder shown below for Highway bridge, Provide approximate range for Span/D, dimension l1/dimension l2 and Angle of Web with horizontal
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Box Girder, Half symmetric cross section |
6. Describe load path for following Bowstring Girder bridge
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Bow String Girder Bridge |
7. Describe various construction technology for large span bridge superstructure with sketches
8. Describe two structural design criteria for Cables in cable stayed bridge shown below
9. Describe critical Imposed Load ( Uniformly distributed Load) position for Cable marked "A" and "B" below
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Two span symmetrical cable stayed bridge
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10. Describe structural design criteria for Cables in Extradosed bridge shown below
Engineer Hemant Gor, GorHemant@GMail.com