CIP RC/PT Girder Help

Design Summary Report

This report shows the summary of design check results for all applicable combinations.



The POI and Location columns show the name and location of the POI. The Moment Column shows the lowest C/D ratio for all combinations checked for moment capacity. If any ratio is less than 1.00, an asterisk prints next to the ratio. The Shear column shows the lowest C/D ratio for all combinations checked for shear capacity. i.e., all load combinations defined for the selected case. If any of the ratios is less than 1.0, then an asterisk prints next to the ratio. If all ratios are larger than 1.00, but any of them caused a design, then a "d" prints next to the ratio. , if any of the checks indicated inadequate longitudinal steel, then and "L" prints next to the ratio. The St-Ten column shows the lowest allowable/actual stress ratio for all tension stress checks performed at this POI. Note that all the applicable combinations are included in this summary, but the combinations that are not applicable to tension are not included. If the ratio is less than 1.00, an asterisk prints next to the ratio. The St-Cmp column shows the lowest allowable/actual stress ratio for all compression stress checks performed at this POI. Note that all the applicable combinations are included in this summary, but the combinations that are not applicable to compression are not included. If the ratio is less than 1.00, an asterisk prints next to the ratio. The LL-Def column shows the lowest allowable/actual live load deflection ratio for all the applicable combinations. If the ratio is less than 1.00, an asterisk prints next to the ratio.

This report does not have a graphical version.