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Concrete Configuration Tab
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In the reinforced concrete configuration tab, the beam drawing appears. You can shift the drawing left and right by holding down the left mouse button.
When you left click on the beam text indicating the name of the beam (K1 25/50 etc.), a dialog showing the beam reinforcements steels opens. In this dialog, the reinforcement rebar diameter and/or quantity of the beam can be changed.
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The same can be done by clicking on any reinforcement rebar text value on the drawing. In this case, a dialog opens in which only the clicked reinforcement rebar will be changed.
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Update neighboring supportsneighbours: This option is important if the reinforcement rebar being replaced is a reinforcement rebar that is shared with neighboring beams. If the option is selected, the reinforcement rebar in the adjacent support is automatically changed.
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In the reinforced concrete configuration, especially the green and/or red circles that appear on the supports of continuous beams determine where the beam reinforcements are to be cut.
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If the circle is green, the reinforcement rebar is continued to the next span. If the circle is red, the reinforcement is cut at the support.
Circles are turned into red and / or green (reinforcement rebar passes / does not pass) by clicking with the mouse. According to the reinforcement rebar cutting status, the reinforcement rebar arrangement is made automatically, excess or missing reinforcements rebars can be viewed on the screen. Missing reinforcements are transmitted to the user in red.
MiterBend: If it is green, it means that the reinforcement rebar will be cut with a set square. Red means that the reinforcement rebar will be left straight or continue to the adjacent beam.
Partial transitionpass: Partial transition pass is active in green, inactive in red. This option, which is set for continuous but different beams, regulates whether a certain proportion of the reinforcement rebar will be transferred to the other beam. In two continuous beams of different widths, if this option is selected, the reinforcement transition rebar pass is arranged by taking into account the ratio found from the division of the width values of the adjacent beams. For example, let the width of the 1st beam 50 cm and the width of the 2nd beam 25 cm. 25/50 = 0.5 ratio. The number of reinforcementrebar, for example, is 4 flat reinforcement rebar 2 pieces of reinforcement rebar will make partial transitionpass, and 2 pieces of reinforcement rebar will be cut with a square.
Combine: If the beam is continuous, the continuous beams automatically have the same continuity and the reinforcement is drawn continuously up to the maximum reinforcement rebar length value (12 meters). So this option is automatically green. If the option is deselected (made red), the canceled beam will not be drawn continuously, but detached from the adjacent beam at the common support.
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