The formula for determining the deflection of the truss with an arbitrary number of panels
Annotation
the author has obtained a formula for the evaluation of hardness flat externally, statically indeterminate girders. To obtain the General solution the researcher uses the method of induction and the operators of the computer algebra system Maple. The forces in the rods was found by using cut nodes method, deflection – using Maxwell – Mohr integral. The article has also derived the formula for the horizontal displacement of the support. Some asymptotic properties of the solution are found.
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