You can use Analysis+Design with appropriate design parameters by opening the |
Analysis and Design |
project file, which has the structural system and load model properly arranged. |
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Click on the Analysis Settings command.
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The Analysis Settingsdialog will open.
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Select the select In the General tab, select the Seismic Forces Calculation Method as the Mode Combination Method Using Response Spectrum.
From Select Use Semi Rigid Diaphragmsfrom the Slab Diaphragms Modelling Method section.
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In the TBDY 2018 Options tab, from Basement Calculation Method Using Modal Analysis section, select Separate Analysis for basements.Select Use Semi Rigid Diaphragmsfrom the Slab Diaphragms Modelling Method section.
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Click the OK button to close the dialog.
Click the Analysis and Design tab in the ribbon menu.
Open the Concrete list from the Design Parametersheading.
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Check the slab parameters.
Click the OK button to close the dialog.
Click the Steel command in the ribbon menu Analysis and Design tab, Design Parameters heading.
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Select AISC 360-16 (LRDF) as design code.
Click the OK button to close the dialog.
Confirm the design code change by clicking the Yes button.
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Click the Steel Bar Rebar Selection command from the ribbon menu.
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The Steel Rebar Selectiondialog will open.
Click the Column tab.
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Check the column longitudinal and transverse reinforcement diameters.
Click the Beam-Coupling Beam tab.
Check the beam longitudinal and transverse reinforcement diameters.
Click the OK button to close the dialog.
Click the Analysis+Design (F9) command.
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