STRUCTURE ANALYSIS

Kani’s Method

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     Kani’s Method Kani’s method was introduced by Dr. Gasper Kani for the analysis of rigid frame structures, It is the extension of slope deflectid niethod. This method distributes the total joint moments at any stage of the iteration which cannot be done by monies distribution method, as it distributes only the unbalanced moments. … Read more

TWO HINGED ARCHES   AND  MOMENT DISTRIBUTION  METHOD 

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TWO HINGED ARCHES ANDMOMENT DISTRIBUTION METHOD TWO HINGED ARCHES  AND MOMENT DISTRIBUTION  METHOD : Two hinged  Arches are curved structural members used to support heavy loads on large spans When the load is imposed on an anth it remains primarily under compression. Thus, it receives lower bending moments. As the name indicates, a two hinged arch … Read more

CABLE AND SUSPENSION BRIDGES

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        CABLE AND SUSPENSION BRIDGES CABLE AND SUSPENSION BRIDGES —— CABLE :The cables are flexible structures which carry loads in tension only. The cables carry vertical loads and are suspended between the supports. Cable stayed bridges utilize tensioned cables to transmit major loads of the structure. The tension in the cables enables … Read more

Flexibility matrix method

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Flexibility Matrix Method for analysis of structure Flexibility matrix method is originated by the systematic development of the consistent deformation method in the matrix form. The redundant forces are the basic unknowns in this method. Degree of static indeterminacy represents the number of redundant forces. The consistency conditions are developed by determining the displacements which … Read more

Stiffness Matrix method

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Stiffness Matrix method Stiffines matrix method is the matris which is generated by the systematic development of slope deflection method in matrix form When a structure has number of coordinates, the response of its force towards the displacement is shown by,   The basic unknowns in this method are the displacement of joints. In order … Read more