Abstract
The analysis method of the arch is based on its type and structural indeterminacy of the structure. The three hinge semicircular and parabolic arches can be solved using the standard practice of analysis. Due to redundancy of the two hinge arch a computational tool i.e. computer C language program is made for solving two hinge arch with 15 point loads. This paper is an attempt to showcase the analysis criteria used in program for two hinged arch with point load which can be very useful in solving curved large span indeterminate structure.
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More From: International Journal of Research in Engineering and Technology
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