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Results of the Trial Run
Debugging of the Program
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ANTEATER cable tension Compute trial dead load debugging DEEX deflection is maximum Elastic Theory EMEX Establish approximate H Full Full Span Full Span Span group of panel H from last horizontal component iiwn last trial left end left half left hand limit Left load limit left side span limit of unloaded limit when deflection limit when shear load and temperature loading conditions main span Left Main Span Span maximum and minimum maximum deflection maximum hanger tension maximum or minimum midspan minimum Right load minimum shear natural logarithms numbers indicating OOT 02T OOT OOT OOT output panel point 100 point indicated portion at panel right end Right load limit shear is maximum side span Left span Left load subscript is maximum suspension bridge Temperature at normal temperature changes Theory trial H trial run UJ UJ unit length unloaded portion variable