The project, which was prepared with ideCAD |
Architectural, was opened with ideCAD |
Structural. You can download the project and |
interfere with the |
structural system. |
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Click on the Analysis Settings command.
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In the General tab, select the 2018 TDY option and make the necessary definitions for the Analysis with the 2018 TDY Wizard for Analysis Settings.
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Click the Earthquake Ground Motion Level-2 (DD-2) option.
Click ZB as site class.
Click on Select point from map and select the location on the opened map where the structure will be applied.
Click Offline.
Design Spectrum will be defined according to DD-2 and DD-3 earthquake ground motion level.
Select the building risk category as BRC=3.
Seismic design category will be determined as DTS=2.
Click on the story settings option and set the story heights.
The building height class will be defined as BYS=8 .
Choose Reinforced Concrete as the structural system .
Select Beam-and-Slab Structures and Waffle Slab as the slab type.
Select Semi Rigid Diaphragm as the diaphragm modeling type .
Select the ductility of the structure to High .
Select the structural type for X and Y directions as A11.Special Moment Frames and R=8 .
Click to Click here to apply the parameters of TBDY 2018 to your projectermined to the project.
Click on the option and click the OK button to close the analysis settings window.
Base story, 3 beams meet at the intersection of C-3 axis. There is no beam on the C axis, between the 1 and 3 axes. For this reason, a beam will be defined on the C axis, and a column will be defined at the intersection point of the beams on the 3-C axes. 1. There are no beams on the B axis of the story between the 1 and 3 axes. For this reason, a beam will be defined on the B axis, between the 1 and 3 axes.
Click on the column command. Click on the C-3 axis intersection. Turn so that the 40 cm edge of the column is at the 3 axis. Press the spacebar to make the column command.
Click on the C-3 axis intersection. Rotate the column so that the 40 cm side of the column is on axis 3.
Move the upper right corner of the column come to the C-3 axis intersection and place by pressing the spacebar.
Place the column by clicking the left button.
A warning will be given that the column divides an architectural mode entity..
Repeat the same process for the Story 1.
Create the Columns Click the OK button to close the window.
Press the Esc key on the keyboard to exit the command.
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Delete slabs D02 and D03 slabs.
Click on the beam command.
Click on the C-1 axis intersection as the starting point.
Press the spacebar to slide the beam to the left side of the axis C.
Click on the C-3 axis intersection as the end point.
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The beam Beams will be formed between axes 1-3 axes. The beam will be split according to the columns located between 1-3 axes.
Press the Esc key on the keyboard to exit the command.
Click on the slab Slab command.
Move your mouse over the area bounded delimited by the axes 1-2 and B-C axis and click the left button. Do the same for the areas bounded by the
Move your mouse over the area delimited by axes 1-2 and B- C, 1-2 and C-D, D and click the left button.
Move your mouse over the area delimited by axes 2-3 and B-C , and click the left button.
Move your mouse over the area delimited by axes 2-3 and C-D .Create the Slabs and click the left button.
Slabs will be formed.
Press the Esc key on the keyboard to exit the command.
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Switch Go to Story 1.
Delete D02 and D03 slabs.
Click the STORTY 1 CEILING page.
Click on the column command.
Click on the C-3 axis intersection. Rotate the column so that the 40 cm side of the column is on axis 3.
Move the upper right corner of the column to the C-3 axis intersection by pressing the spacebar.
Place the column by clicking the left button.
Press the Esc key on the keyboard to exit the command.
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Delete slabs D01 and D02.
Click on the beam command.
Click on the B-1 axis intersection as the starting point.
Press the spacebar to slide the beam to the left side of the axis B.
Click on the CB-3 axis intersection as the end point.
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The beam Beams will be formed between 1-3 axes . The beam will be split according to the columns located between 1-3 axes.Depending on the beam formed between 1-3 axes, the slabs will change and new gaps will be opened
Press the Esc key on the keyboard to exit the command.
Click on the slab Slab command.
Move your mouse over the area bounded delimited by the axes 1-2 and A-B axis and click the left button. Do the same for the areas bounded by the
Move your mouse over the area delimited by axes 2-3 and A-B , and click the left button.
Move your mouse over the area delimited by axes 1-2 and B-C , and click the left button.
Move your mouse over the area delimited by axes 2-3 and B-C and click the left button.
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Slabs will be formed.
Press the Esc key on the keyboard to exit the command.
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Turn off Advanced Snap from the Quick Access Toolbar.
Click on the steel beam Steel Beam command.
Select the RHS 100*150*4 section from the steel beam toolbar section list.
Approach the steel columns in perspective.
Click on the midpoint top node of the steel column at the D-2 axis intersection and .
Adjust the midpoint position of the steel column at the C-2 axis intersection, respectively.Do the same by clicking the midpoint of the steel column at the D-3 axis intersection and the midpoint beam by pressing the spacebar key.
Click on the top node of the steel column at the C-3 2 axis intersection, respectively.
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Click the Geometry Check command.
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Click OK in the Checklist window with all options active .
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The cases where data entry is made incorrectly will be listed.
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All elements will be renamed to warning Entities with same ID.
Click the Auto Label Entities command.
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Activate the appropriate options from Auto Label Options and click OK.
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After the command becomes active, select all elements by clicking any point on the plan plane with the right mouse button.
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Click the OK command from the window that opens and finish the naming.
Click on the Geometry Check command again and see if the data entry is done correctly.
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Click the Analysis+Design (F9) command.
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Do you want to perform analysis? question will be asked. Click the Yes command.
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Wait for the analysis to complete in the ideCAD Structural Analysis Status window.
When the analysis is complete, click OK to close the window.
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Click Structural Inspection ribbon menu .
A red cross will appear on the Concrete All Failures options in the Output section. This sign means that there is a failure in the project.
Open the Concrete All Failures and it will be determined that the failure type is Concrete Column-Beam Joint Area.
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The direction of the relevant column will be changed in order to eliminate the insufficiency of the Concrete Column-Beam Joint Area.
Click twice on the column located at the C-2 axis intersection.
In the General tab of the Column Settings window that opens , type 30 for the Width value and 40 for the height value.
Close the window by clicking the OK command.
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Apply the same procedure to the column located at the C-2 axis intersection in the Story 1.
The direction of the column named S10 at the C-2 axis intersection has changed.
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Click the Analysis+Design (F9) command.
Do you want to perform analysis? question will be asked. Click the Yes command.
Wait for the analysis to complete in the ideCAD Structural Analysis Status window.
When the analysis is complete, click OK to close the window.
Click Structural Inspection ribbon menu .
In the Output section , green colored qualification will appear on the Concrete All Failures options. This sign means that there is no deficiency in the project.
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Concrete Column-Beam Joint Area failure has been resolved.Press the Esc key on the keyboard to exit the command.
Click on the Steel Beam command.
Click on the top node of the steel column at the D-3 axis intersection.
Click on the top node of the steel column at the C-3 axis intersection.
Steel beams will be formed.
Press the Esc key on the keyboard to exit the command.
Go to the BASE STORY CEILING page.
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