Design Steps
- mert.goktas (Unlicensed)
Design Criteria
Column Design Lines
Slab Design
Shearwall Design Lines
Beam Design
Foundation Design
Construction Documents
Table 1: Design Criteria
| 1 | Go to Design Criteria and click "Load Template Groups" button.
Click Yes in the Question List at combobox. Check that the templates are assigned to floors. |   | Verifies Load Template Imports |
| 2 | Go to “Circular Column Design Code” in spreadsheet. Click and assign "CCD" to blank cell |
| Verifies Design Code adjustment |
| 3 | Fill in the design table according to the figure
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| 4 | Click Show for “Slab Minimum Reinforcement Criteria” in Design Criteria spreadsheet. Check that a table with values has been created. |
| Verifies Slab Min. Reinforcement Criteria Report |
| 5 | Enter values to table in the figure. Make sure values are saved and color change
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| 6 | Click “Return to ACI 318 -14 Values” and make sure old values come back |
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| 7 | Click Show for “Shearwall Minimum Reinforcement Criteria” in Design Criteria spreadsheet. Check that a table with values has been created. |
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| 8 | Enter values to table in the figure. Make sure values are saved and color change |
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| 9 | Click “Return to ACI 318 -14 Values” and make sure old values come back |
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| 10 | Go to Code Check Templates under Design Criteria from tree view. Click Design Template, select “Rectangular Column NYBC 2014 Code Check” and add. Make sure Code Check Template is installed and then delete last row. |
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| 12 | Click Code Checks button and go to “Rectangular Column Code Check Templates” section. Select the Code Checking Analysis Result Source cell in 1st row as "CSIEtabs" Make all selections as in the figure. Check spreadsheet of other Code Check Templates. |
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| 13 | Rectangular Column Code Check Templates Circular Column Code Check Templates
Arbitrary Column Code Check Templates
Rectangular Beam Code Check Templates
Punching Code Check Templates
Shearwall Code Check Templates
Intergrity BottomBar Code Check Templates
Footing Code Check Templates
Horizontal WallSegment Code Check Templates
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| 14 | Go to Code Check Templates under Design Criteria from tree view. Click Show button on “RCCC” row and in Report column. Check the "Rectangular Column Code Check" calculations occur in combobox. |
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| 16 | Click the Show button on “RCCC” row and in the Code Check Template Parameters at same spreadsheet. Check the Rectangular Column Code Check Templates table opened.
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| 17 | Go to Design Templates under Design Criteria from tree view. Click Import Design Template (Library) and select in the checkbox as in the figure. Check that design templates are imported. | ||
| 18 | Click Add Design Template. Select all checkbox that appear in the combobox |
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| 19 | Click Show button at the intersection of the Design Template Parameters column in RCD. |
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| 20 | Click Design Templates button and select Rectangular Column Design. Enter values in spreadsheet according to the figure. |
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| 21 | Click Longitudinal Rebars on RCD at Rectangular Column Design spreadsheet. Import databases and check values at spreadsheet. |
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| 22 | Click Add button and make sure create a new database cell at Rectangular Column Design spreadsheet. |
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| 23 | Go to Circular Column Design Template. Enter values in spreadsheet according to the figure.
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| 24 | Click Longitudinal Rebars on CCD at Circular Column Design spreadsheet. Import databases and check values at spreadsheet. |
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| 25 | Click Add button and make sure create a new database cell at Circular Column Design spreadsheet. |
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| 27 | Go to Footing Design Template. Enter values in spreadsheet according to the figure. |
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| 28 | Click Flexural Rebars cell at Footing Design spreadsheet. Import databases and check values at spreadsheet. |
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| 29 | Click Add button and make sure create a new database cell at Footing Design spreadsheet. |
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| 30 | Go to Slab Design Template. Click Rebar Priorities Show button. Import databases and check values at spreadsheet. |
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| 31 | Click Add button and make sure create a new database cell at Slab Design spreadsheet |
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| 32 | Go to Shearwall Design Template. Click Rebar Priorities Show button. Import databases and check values at spreadsheet. |
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| 33 | Click Add button and make sure create a new database cell at Slab Design spreadsheet |
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| 34 | Go to Load Parameters under Design Criteria from tree view. Enter values as in the figure |
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| 35 | Go to Seismic Parameters under Design Criteria from tree view. Click Import Seismic Design Factors, select checkbox as in the figure and import. |
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| 36 | Click Import Seismic Coefficients, select checkbox as in the figure and import. |
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| 37 | At 12th row from spreadsheet, Set Occupancy Category cell to Category 2 |
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| 38 | Click the Show/Calculate button on 15th row. Check that spreadsheets have been created. |
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| 39 | Detailed Report link: Engineering on Cloud Building Height Limitation
Seismic Ground Motion Parameters
Can view the rest of the table at the link above. | ||
| 40 | Click Seismic Parameters in spreadsheet and select RSA Parameters. Make sure values is created at spreadsheet |
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| 41 | Click “Add” button. |
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| 42 | Go to Wind Parameters under Design Criteria from Tree view. Enter values in spreadsheet according to figure. |
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| 43 | Click Calculate Gust Factor and make sure the value occurs. |
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| 44 | Click Show button at Detailed Report row from same spreadsheet |
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| 46 | Click General button and select Parapet. Click on the Define Parapet and enter "4" in the question in the CAD view draw the parapet as figure (white line)
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| 48 | Click Show button at same spreadsheet. | ||
Table 2: Column Design Lines
| 1 | Go to Column Design Lines from tree view. Check that "Column Schedule" has been created in the CAD view. | ||
| 2 | Click Verify Selected and select columns in the figure. Click run code check button and make sure selected column “C4” verified. |
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| 3 | Click Verify All. Make sure all column verified. (Do not define vertical strips for arbitrary columns, cannot see analysis result in CAD view in C1 and C2 column) |
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| 4 | Click Design Columns from Column Design Lines Spreadsheet.
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| 6 | Go to Names under Column Design Lines from tree view. Click Rename Clockwise button and enter “1”. Check that column names have been renamed. |
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| 7 | Go to C1 under Column Design Lines from tree view. Click Column Design Line Data button and select Rebar Templates. Click Draw Rebars and enter “2”. Create rebar on each floor for column C1. |
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| 9 | Click “Show Rebars” cell in Longitudinal Rebar for 1st floor. Make sure a coordinate table is created. Also set rebar class “#8” Make same steps for other floors.
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| 10 | Click “Show Stirrups” cell in Stirrup for 1st floor. Click Draw Stirrup button and draw stirrups as in the figure |
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| 12 | Click “Closed Torsional” cell in Strrup for 1st floor. Select marked points with red arrow. Check torsional rebar has occurred in CAD view.
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| 13 | Click “X Group Rebars” and select marked points with red arrow. Click “Y Group Rebars” and select marked points with blue arrow. |
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| 14 | Click “Clear Groupped Rebar List” for 1st Floor. Make sure clear X and Y rebars group list |
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| 15 | Go to C3 under Column Design Criteria from tree view. Click “Verify Selected” and select Roof Floor. Check Passed of the Design State of selected columns |
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| 16 | Click “Verify All” Check Passed of the Design State all columns | ||
| 17 | Click Design Columns and make sure column Rebar is drawn in CAD view. |
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| 19 | Go to “Axial Force Moment Design” under C3. Check spreadsheet has been created. Arrange Roofs's Rebar count "5", rebar "#11" and diameter “27 in” Check if Reinforcement Ratio value has changed. Click Verify All button and check CAD view changes |
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| 21 | Go to Shear Torsion Design and check spreadsheet has been created. Set values according as figure |
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| 22 | Go to Design Properties under C3 and check spreadsheet has been created. Set values according as figure |
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| 23 | Go to Design Properties under C3 and check spreadsheet has been created. Set values according as figure |
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| 24 | Go to Tributary Area and check spreadsheet has been created. |
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| 25 | Go to Tributary Force check spreadsheet has been created. Click “Showing w/o LL Reduction” and check that LL wR values have changed |
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| 26 | Go to Axial Force under Finite Result and check spreadsheet has been created. |
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| 27 | Go to Shear Force Y under Finite Result and check spreadsheet has been created. |
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| 28 | Go to Shear Force Z under Finite Result and check spreadsheet has been created. |
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| 29 | Go to Moment Y under Finite Result and check spreadsheet has been created |
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| 30 | Go to Moment Z under Finite Result and check spreadsheet has been created |
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| 31 | Go to C4 under Design Criteria from tree view and click Design Columns. Check ”Column Design Template and Tonnage (lb) value. Set Column Design template if not assigned |
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| 32 | Click Interaction Diagram and select 1st Floor from rectangular column |
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| 34 | Click Show "Detailed Report" for roof and check Library components values. |
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| 36 | Go to Column Design Lines from tree view and click Showing w/o DC. Check spreadsheet values and colors |
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| 37 | Go to Column Tonnage under General from same spreadsheet. Check spreadsheet has been created. |
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| 38 | Go to Column Schedule under from same spreadsheet. Set Analysis Result Source to CSIEtabs. |
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Table 3: Slab Design
| 1 | Go to Roof under Slab Design from tree view. Click “General” and go to Corner Zone tab. Click “Generate Corner Zones” |
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| 3 | Click “Draw Corner Zone” from same spreadsheet. Draw a corner zone as shown in the figure. Make sure the drawing is created in Cad view, then delete it. |
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| 5 | Go to “Stress Line” under Corner Zones from same spreadsheet. Click “Run Stress Line Generation” and make sure stress line spreadsheet created
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| 7 | Set data in SL-C1-SW-CZ 3 row as in the figure. |
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| 8 | Click on “Drawn Stress Line”. Draw a stress line between column C3 and SW-1 CZ 5. Check that stress line is drawn in CAD view. |
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| 10 | Click on “Click Strip Results” and select "Direction 1". Check that Top Reinforcement drawing has been created in the CAD view. |
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| 12 | Click “Refine Stress Line” and select Direction Both at same spreadsheet. Delete suggested lines from BDS. |
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| 14 | Go to Top Reinforcements under Roof from tree view. Click Design Summary button and select “Column Strip Reinforcement”. Click “Generate Reinforcements” |
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