These values are the left and right bar end conditions. There are three types of bar end conditions considered in RAM Concrete Beam: Straight, Splice, and Hook. A Straight end condition is generally used when a bar group is terminated along the beam line span and there is no need to develop the full bar capacity at the bar cutoff point. A Straight end condition has no knowledge of adjacent bars and thus does not consider adjacent bar groups when calculating bar capacity. See Section 5.2.5 for a discussion of how the bar tensile capacity is calculated for a Straight end condition.
A Splice end condition is used to lap two groups of bars that share the same endpoint. A Splice end condition is cognizant of any bar groups with which it shares an endpoint and considers these bar groups in calculating the bar capacity along its end. See Section 5.2.6 for a discussion of how the tensile bar capacity is calculate for a Splice end condition.
A Hook end condition is used when the full tensile capacity of the bar is required even up to the bar endpoint.
Each of these quantities can be edited directly by the user (except for No.) by clicking in the appropriate cell and entering or selecting a new value. The graphical display will then immediately be updated to reflect the new data. The design may then be rerun for the new data by selecting "Analyze". The new design may be made permanent by selecting "Update Database". For easy cross-reference between the spreadsheet area of the tab and the graphical display area, when a bar set is selected in the spreadsheet area, the corresponding bar set will be highlighted in the graphical display area. When a bar set is selected in the graphical display area, the first cell in the corresponding line in the spreadsheet will be highlighted.
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