Application of special vehicle combined with HA loadingsġ. Improvement of steel composite design to AASHTO LRFD 2012ĭesign > Composite Design > Design Result Tables > Span Checkingĭesign > Composite Design > Excel Report… UK special vehicles to BD 86/11 for the assessment of highway bridges and structuresĪpplication of type SV or SOV and associated type HA loadingĢ. When one girder group consisted of two spans, The spacing of cross beams, and the design moment of an element is taken as the maximum moment among the elements which are located between the cross beams.ĭesign Bending Moments of element 31 taken from element 33 By defining Span Information, when a girder is divided into several elements between cross beams, the unbraced lengths of each element are automatically determined based on In the previous version, the ‘Span Checking’ table results did not take into account support when defining spans.
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