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6CE1 THEORY OF STRUCTURES – II L 3 T 1 |
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UNIT: 1 |
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Influence line diagram & |
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Rolling load: |
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ILD for beams & frames, Muller-Breslau principle and its |
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application for drawing ILD, Rolling load, maximum stress resultants in a member/section, absolute |
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maximum stress resultant in a structure. |
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UNIT: 2 |
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Arches |
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: analysis of three hinged two hinged and fixed type parabolic arches with supports at the same |
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level and at different levels. |
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UNIT: 3 |
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Cable and Suspension bridges |
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: Analysis of cables with concentrated and continuous loading, analysis of |
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two & three hinged stiffening girder. |
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UNIT: 4 |
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Kani’s Method |
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: Analysis of beams and frames with & without sway by Kani’s method. |
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UNIT: 5 |
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Unsymmetrical bending |
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: Definition, location of NA, computation of stresses and deflection, shear center |
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and its location. |
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Composite Sections: |
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Flexural analysis of composite sections. |