Shapes list, this field will display the text "not designed". When no adequate member beam could be found from the available Selecting Members Concrete Reinforcing on the Results Menu and the results are listed on the Beam Bending tab.īeam size. The Beam Bending Reinforcement Spreadsheet records the top and bottom flexural reinforcement steel required for the left, middle, and right locations of each beam.
Capacitiesįor each span, as well as beam reinforcement detailing diagrams, may be The capacities shown are only for the governing section. The governing maximum shear check for all spans, Shear UC, is also shown. Currently the moment capacity is based only on the tension steel (NO compression steel is considered in the capacity calculation). The top/bottom moment capacities and maximum top/bottom moment. These top and bottom code checks, UC Max Top and UC Max Bot, are based on The Design Results Spreadsheet shows the governing maximum Beam Resultsīeam results are shown in the three following spreadsheets: Design Results, Beam Bending Reinforcement, andīeam Shear Reinforcement. For both beam and column shear steel design, the required bars are based on the enveloped shear force diagrams. The required bars for all loadĬombinations are then enveloped. For column flexural design, the required bars forĮach load combination are calculated at various sections for the momentsĪnd axial forces at those sections. On envelope results, even if you've run a batch solution.įor beam flexural design, the required bars areīased on the envelope moment diagrams. Note also that concrete results are always based Results are different for beams and columns so they each get their own
Alternatively, on the Results toolbar you can select Code Check. Concrete Member - Design Results Concrete Member - Design Resultsīy selecting the Results tab Envelope (or LC) button Code Check.
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