I have a query regarding the correct method of accounting for the section properties of transverse members near diaphragm / support line positions on high skew orthogonally constructed deck grillage models. It appears to me that if members are given uniform properties along that prototype strip...
I have a query regarding the correct method of accounting for the section properties of transverse members near diaphragm / support line positions on high skew orthogonally constructed deck grillage models. It appears to me that if members are given uniform properties along that prototype strip...