ideCAD v11 Release Now for International Users

Ismail Hakki Besler · Jul 14, 2023

New Features in ideCAD v11

Design code, unit, and country selection window have been added for international codes.

New object naming types to include ASCE ACI selection has been added.

ASTM standard reinforcing bars have been added.

U.S. concrete materials have been added.

W-type steel sections have been added.

ASTM-type structural steel materials have been added.

A display of units has been added to reports and tables.

Default reinforcement selection arrangements have been made for [#] type reinforcements.

Reinforcement area units are written in the “Change Reinforcement” window.

Load combinations, including temperature changes, have been added.

Improvements have been made to steel drawings.

EN 1991-1-4 Wind action calculations for steel structures and tall reinforced concrete buildings have been added.

Calculations of column clear height values for different directions have been added.

The ability to enter from the keyboard in the reinforcement selection has been added.

The ability to export the load library to another file has been added.

Scaffolding projects have been optimized.

Improvements have been made to polygon column stirrup spacing.

Google infrastructure has been added to the analysis wizard.

Slab analysis speed has been optimized.

File saving speed has been optimized.

The diameter value of the circular column has been added to the plan view.

Analysis time has been optimized.

Report generation time has been optimized.

The values of column capacity diagrams in the imperial unit system have been arranged.

All reports to be obtained when analysis+design are made with ACI-ASCE codes have been reviewed.

The metric unit display error has been fixed.

The selection of W-type sections as default has been added.

Report unit conversions have been arranged.

Pipe steel section sorting has been fixed.

Pushover analysis has been optimized.

11.006

Friction shear calculation and reports based on TBDY and TS500 have been added.

Columns do not display the stirrup spacing conditions with the s error code.

For ribbed and waffle slabs, a 0.0015 distribution reinforcement ratio condition has been added based on TS 500 Article 11.3.3.

The “Perform slab stress checks” option has been added based on TBDY 7.11.3 - 7.11.5.

s ≤ 8Ø condition has been added to select stirrup spacing in the stip foundation end regions.

s ≤ d/4 condition has been added to select stirrup spacing in the stip foundation end regions.

s ≤ d/2 condition has been added to select stirrup spacing in the stip foundation middle region.

11.007

Added the possibility of PMM design on beams that do not meet the Nd

Combined flexural and axial strength design options for reinforced concrete beams based on TBDY 2018 have been added.

It is stated in the reports that this limit is exceeded in reinforced concrete beams that exceed the Nmax limit.

A report has been added for reinforced concrete beams that do not meet the Nd

Plastic rotation limits have been added to the moment-curvature diagram based on TBDY 2018.

Plastic rotation curves and limits have been added to plastic hinge results based on TBDY 2018.

Export to Excel has been added.

User-defined performance point definitions in nonlinear pushover analysis have been added.

The option of not defining plastic hinges in reinforced concrete secondary beams has been added.

User-defined plastic hinge position definitions have been added.

Shear-friction reports have been added based on TBDY and TS500.

Shear-friction designs have been added based on TBDY and TS500.

11.008

Including foundation effects on upper structures in pushover analysis.

11.009

Minimum additional reinforcement length and additional reinforcement length rounding coefficient parameters have been added for raft foundations and slabs without beams.

In cases where the number of mods is insufficient, a control message to guide the user to define a sufficient mode number has been added.

The “Rotate” command has been added to right-click menu.

λ coefficient calculation details have been added to the story drift report.

ASCE 7-16 Features in ideCAD v11

The seismic analysis and design procedures based on ASCE 7-16 have been added.

Horizontal elastic response spectrum functions based on ASCE 7-16 have been added.

Vertical response spectrum functions based on ASCE 7-16 have been added.

Modal response spectrum analysis based on ASCE 7-16 has been added.

Seismic Force-resisting system selection based on ASCE 7-16 has been added.

The risk Category of building and importance factor based on ASCE 7-16 have been added.

Site class and site coefficient based on ASCE 7-16 have been added.

Scaling design values with equivalent base shear force amplification coefficient calculated with the equivalent lateral force procedure based on ASCE 7-16 have been added.

The minimum period check based on ASCE 7-16 has been added.

Overstrength factors based on ASCE - AISC - ACI have been added.

The second-order effect calculations based on ASCE 7-16 have been added.

P-Delta effects and stability coefficient calculation based on ASCE 7-16 have been added.

P-Delta effects report based on ASCE 7-16 has been added.

Story drift determination and check based on ASCE 7-16 have been added.

A story drift determination report based on ASCE 7-16 has been added.

Seismic Force-resisting system selection based on ASCE 7-16 Table 12.2-1 has been added.

The sufficient number of vibration modes mass participation ratio changed to 90% based on ASCE 7-16.

Vertical earthquake calculations based on ASCE 7-16 have been added.

A redundancy factor based on ASCE 7-16 has been added.

Overstrength factors based on ASCE 7-16 have been added.

Equivalent lateral force calculations for irregularities based on ASCE 7-16 have been added.

Combined horizontal and vertical earthquake effect calculations based on ASCE 7-16 have been added.

Combined horizontal earthquake effects in each lateral direction based on ASCE 7-16 have been added.

Concrete, effective section properties based on ASCE 7-16 and ACI 318-19 have been added.

Steel design load combinations based on ASCE and AISC have been added.

Reinforced Concrete design combinations based on ASCE and ACI have been added.

Calculation of vertical irregularities and Weak story - extreme weak story irregularities with equivalent lateral force method based on ASCE 7-16 have been added.

Weak story - extreme weak story irregularity reports based on ASCE 7-16 have been added.

Calculation of soft story, extreme soft story irregularities with equivalent lateral force method based on ASCE 7-16 has been added.

Soft story - extreme soft story irregularity reports based on ASCE 7-16 have been added.

Calculations of 1A and 1B torsional irregularities with equivalent lateral force methods based on ASCE 7-16 have been added.

1A and 1B torsional irregularity reports based on ASCE 7-16 have been added.

Modal base shear forces report and overturning control report based on ASCE 7-16 have been added.

Earthquake code reports based on ASCE 7-16 have been added.

The terms and definitions in selected reports have been adjusted based on ASCE 7-16.

The second-order effect calculations for steel columns have been adjusted based on ASCE 7-16.

Load combinations have been adjusted based on ASCE 7-16.

The Reason for Structural System Selection report based on ASCE 7-16 has been added.

Arrangements have been made in the dynamic analysis report based on ASCE 7-16.

Arrangements have been made in the story drift determination report based on ASCE 7-16.

Arrangements have been made in dynamic analysis terms based on ASCE 7-16.

TS500 and TBDY 2018 terms and reports have been removed when ASCE 7-16 is selected.

Arrangements have been made in the soft story, and extreme soft story irregularity reports based on ASCE 7-16.

The overstrength factor in column and beam design forces of C1-C3-C4 type of seismic force-resisting systems have been arranged based on ACI-ASCE.

ASCE 7-16 Seismic code parameters wizard has been added.

ASCE 7-16 Seismic code parameters wizard images have been edited.

Vertical spectrum has been added to ASCE 7-16 Seismic code parameters wizard.

Design code, unit, and country selection window have been added for international codes.

New object naming types to include ASCE ACI selection has been added.

ASTM standard reinforcing bars have been added.

U.S. concrete materials have been added.

Default reinforcement selection arrangements have been made for [#] type reinforcements.

11.001

1A and 1B torsional irregularity report tables based on ASCE 7-16 have been arranged.

Building irregularities control reports terms based on ASCE 7-16 have been arranged.

A seismic drift magnification factor based on ASCE 7-16 has been added.

ACI 318-19 Features in ideCAD v11

Reinforced Concrete elements design based on ACI 318-19 have been added.

Strength reduction factors for structural concrete members based on ACI 318-19 have been added.

Column flexural design based on ACI 318-19 has been added.

Column shear design based on ACI 318-19 has been added.

Column flexural design and combined flexural and axial design based on ACI 318-19 have been added.

Beam flexural design based on ACI 318-19 has been added.

Beam shear design based on ACI 318-19 has been added.

Shear Wall flexural design based on ACI 318-19 has been added.

Shear Wall shear design based on ACI 318-19 has been added.

The poligonal-Shearwall shear design report based on ACI 318-19 has been added.

Special Structural Shear Wall boundary element control based on ACI 318-19 has been added.

Slab design based on ACI 318-19 has been added.

Foundation design based on ACI 318-19 has been added.

Punching shear design based on ACI 318-19 has been added.

Beam minimum and maximum transverse reinforcement limits based on ACI 318-19 have been added.

Beam-Column joint design based on ACI 318-19 has been added.

Beam shear strength calculation based on ACI 318-19 has been added.

Beams of special and intermediate moment frame shear design based on ACI 318-19 have been added.

Minimum flexural strength of columns control based on ACI 318-19 has been added.

Beam minimum and maximum reinforcement limits based on ACI 318-19 have been added.

Beam longitudinal reinforcement calculation based on ACI 318-19 has been added.

T-Beam effective flange calculation based on ACI 318-19 has been added.

Column minimum and maximum transverse reinforcement control based on ACI 318-19 have been added.

Column shear strength calculation based on ACI 318-19 has been added.

Columns of special and intermediate moment frame shear design based on ACI 318-19 have been added.

Column minimum and maximum longitudinal reinforcement control based on ACI 318-19 have been added.

Columns of special and intermediate moment frames transverse reinforcement details based on ACI 318-19 have been added.

The terms in the slab design window have been edited according to ACI terms.

Slab flexural design based on ACI 318-19 has been added.

Column capacity ratio calculations based on ACI 318-19 have been added.

Punching shear design based on ACI 318-19 has been added.

Overstrength factor adjustments have been made based on ACI 318-19 and ASCE 7-16.

Transverse reinforcement for columns of special moment frames calculation based on ACI 318-19 has been added.

Beam-Column joint design adjustments based on ACI 318-19 have been made.

Mpr values used in Beam-Column joint design calculation based on ACI 318-19 have been fixed.

Special Structural Shear Wall boundary element length and reinforcement ratio adjustments based on ACI 318-19 have been made.

Beams of special moment frames shear design adjustments based on ACI 318-19 have been done.

Ve values used in beams of special moment frame shear design adjustments based on ACI 318-19 have been done.

Transverse reinforcement control in plastic hinge zones in columns of special moment frames based on ACI 318-19 has been added.

Arrangements have been made in selecting column longitudinal reinforcement based on ACI 318-19.

The terms in the column and beam properties window have been arranged based on ACI-ASCE.

The terms in the Shear Wall parameters window have been arranged based on ACI-ASCE.

The terms in the analysis settings window have been arranged based on ACI-ASCE.

Drawings of columns of intermediate moment frame systems based on ACI 318-19 have been arranged.

In the new project, file opened with ASCE-ACI selected the default concrete material is set to 3000psi.

Columns shear design calculation based on ACI 318-19 have been improved.

Shear Wall reinforcement design based on ACI 318-19 has been improved.

Annotations related to ACI 318-19 materials and earthquake parameters have been arranged.

Adjustments have been made in the punching report reinforcement based on ACI 318-19.

v11.001

Punching shear design on raft foundation based on ACI 318-19 has been added.

Minimum reinforcement control on raft foundation based on ACI 318-19 has been added.

Special reinforced concrete shear wall report images based on ACI 318-19 have been added.

Beam-Column joint design report image based on ACI 318-19 has been added.

Slab design reports images based on ACI 318-19 have been added.

Beam design reports images based on ACI 318-19 have been added.

Beam shear design report terms based on ACI 318-19 have been arranged.

Column shear design report terms based on ACI 318-19 have been arranged.

Column design reports images based on ACI 318-19 have been added.

The minimum flexural strength of columns control report based on ACI 318-19 has been arranged.

T-Beam longitudinal reinforcement design calculations based on ACI 318-19 have been arranged.

v11.002

Poligonal-Shearwall design based on ACI 318-19 has been added.

v11.004

Exposure categories and classes based on ACI 318-19 have been added.

v11.005

Strip foundatiın shear strength calculation based on ACI 318-19 have been added.

AISC Features in ideCAD v11

Column axial capacity check reports have been arranged for steel special moment frame columns based on ASCE and AISC.

Steel brace ductility checks based on ASCE AISC have been added.

Steel brace slenderness check based on ASCE AISC has been added.

Lateral bracing checks for steel beams based on ASCE AISC have been added.

Based on ACI-ASCE, the overstrength factor in columns of steel moment frames and steel braced frame systems have been added.

Dimensional checks of steel members based on ASCE AISC have been added.

Strong Column checks for steel structures based on ASCE AISC have been added.

Steel moment connection dimensional checks based on ASCE AISC have been added.

ASTM-type structural steel materials have been arranged.

The overstrength factor in columns of steel moment frames has been arranged based on ACI-ASCE.

Dimensional checks of steel members based on ASCE AISC have been updated.

Steel brace slenderness check report based on ASCE AISC has been added.

Steel brace ductility check report based on ASCE AISC has been added.

Lateral bracing check reports for steel beams based on ASCE AISC have been added.

Lateral bracing checks for beams of steel special moment frames based on ASCE AISC have been added.

The use of the overstrength factor in the B2 type of seismic force-resisting system on ASCE AISC has been updated.

Slenderness checks for braces of steel special braced frame systems based on ASCE AISC have been added.

Slenderness check for V types braces of steel moderately braced frame systems based on ASCE AISC have been updated.

Slenderness checks for round cross-section braces based on ASCE AISC have been updated.

W-type steel sections have been added.

ASTM-type structural steel materials have been added.

Steel special eccentrically braced frame design based on AISC 341-16 has been added.

Steel intermediate eccentrically braced frame design based on AISC 341-16 has been added.

Steel special moment frame design based on AISC 341-16 has been added.

Steel intermediate moment frame design based on AISC 341-16 has been added.

Steel ordinary moment frame design based on AISC 341-16 has been added.

W-type sections have been arranged in order from smallest to largest.

Empty crane rail section errors have been fixed.

Symmetric C type MC in the section library of sections name in a folder not being written error has been fixed.

Steel element design report images have been added based on AISC 341-16.

Steel connection design report terms have been updated based on AISC 341-16.

Design tables of 4 bolts unstiffened en plate connection based on ASCE - AISC has been arranged.

Design tables of 8 bolts unstiffened en plate connection based on ASCE - AISC has been arranged.

Design tables of 8 bolts stiffened en plate connection based on ASCE - AISC has been arranged.

The ordering of steel sections in the structure tree has been arranged.

New Earthquake Codes in ideCAD v11

MPOCS R-001 Developments

The seismic analysis and design procedures based on MPOCS R-001 have been added.

Seismic Force-resisting system selection based on MPOCS R-001 has been added.

Equivalent lateral force calculation for fundamental period calculation based on MPOCS R-001 has been added.

Equivalent lateral force calculations for irregularities based on MPOCS R-001 have been added.

Scaling design values with equivalent base shear force amplification coefficient calculated with the equivalent lateral force procedure based on MPOCS R-001 have been added.

The second-order effect calculations based on MPOCS R-001 have been added.

Story drift determination and check based on MPOCS R-001 have been added.

Concrete, effective section properties based on MPOCS R-001 have been added.

Vertical response spectrum functions based on MPOCS R-001 have been added.

Horizontal response spectrum function based on MPOCS R-001 has been added.

Load combinations based on MPOCS R-001 have been added.

An overstrength factor based on MPOCS R-001 has been added.

The risk Category of building and importance factor based on MPOCS R-001 has been added.

Site class and site coefficients based on MPOCS R-001 have been added.

UBC 97 Developments

The seismic analysis and design procedures based on UBC 97 have been added.

Seismic Force-resisting system selection based on UBC 97 has been added.

Equivalent lateral force calculation for fundamental period calculation based on UBC 97 has been added.

Equivalent lateral force calculations for irregularities based on UBC 97 have been added.

Scaling design values with equivalent base shear force amplification coefficient calculated with the equivalent lateral force procedure based on UBC 97 have been added.

The second-order effect calculations based on UBC 97 have been added.

Story drift determination and check based on UBC 97 have been added.

Concrete, effective section properties based on UBC 97 have been added.

Vertical response spectrum function based on UBC 97 has been added.

Horizontal response spectrum function based on UBC 97 has been added.

Load combinations based on UBC 97 have been added.

Overstrength factor based on UBC 97 has been added.

The risk Category of the building and importance factor based on UBC 97 have been added.

Site class and site coefficients based on UBC 97 have been added.

BCP SP 2007 Developments

The seismic analysis and design procedures based on BCP SP 2007 have been added.

Seismic Force-resisting system selection based on BCP SP 2007 has been added.

Equivalent lateral force calculation for fundamental period calculation based on BCP SP 2007 has been added.

Equivalent lateral force calculations for irregularities based on BCP SP 2007 have been added.

Scaling design values with equivalent base shear force amplification coefficient calculated with the equivalent lateral force procedure based on BCP SP 2007 have been added.

The second-order effect calculations based on BCP SP 2007 have been added.

Story drift determination and check based on BCP SP 2007 have been added.

Concrete, effective section properties based on BCP SP 2007 have been added.

Vertical response spectrum functions based on BCP SP 2007 have been added.

Horizontal response spectrum function based on BCP SP 2007 has been added.

Load combinations based on BCP SP 2007 have been added.

An overstrength factor based on BCP SP 2007 has been added.

The risk Category of building and importance factor based on BCP SP 2007 has been added.

Site class and site coefficients based on BCP SP 2007 have been added.

DPT 1302-61 2019 Developments

The seismic analysis and design procedures based on DPT 1302-61 2019 have been added.

Seismic Force-resisting system selection based on DPT 1302-61 2019 has been added.

Equivalent lateral force calculation for fundamental period calculation based on DPT 1302-61 2019 has been added.

Equivalent lateral force calculations for irregularities based on DPT 1302-61 2019 have been added.

Scaling design values with equivalent base shear force amplification coefficient calculated with the equivalent lateral force procedure based on DPT 1302-61 2019 have been added.

The second-order effect calculations based on DPT 1302-61 2019 have been added.

Story drift determination and check based on DPT 1302-61 2019 have been added.

Concrete, effective section properties based on DPT 1302-61 2019 have been added.

Vertical response spectrum function based on DPT 1302-61 2019 has been added.

Horizontal response spectrum function based on DPT 1302-61 2019 has been added.

Load combinations based on DPT 1302-61 2019 have been added.

Overstrength factor based on DPT 1302-61 2019 has been added.

The risk Category of building and importance factor based on DPT 1302-61 2019 have been added.

Site class and site coefficients based on DPT 1302-61 2019 have been added.

NSCP 2015 Developments

The seismic analysis and design procedures based on NSCP 2015 have been added.

Seismic Force-resisting system selection based on NSCP 2015 has been added.

Equivalent lateral force calculation for fundamental period calculation based on NSCP 2015 has been added.

Equivalent lateral force calculations for irregularities based on NSCP 2015 have been added.

Scaling design values with equivalent base shear force amplification coefficient calculated with the equivalent lateral force procedure based on NSCP 2015 have been added.

The second-order effect calculations based on NSCP 2015 have been added.

Story drift determination and check based on NSCP 2015 have been added.

Concrete, effective section properties based on NSCP 2015 have been added.

Vertical response spectrum functions based on NSCP 2015 have been added.

Horizontal response spectrum function based on NSCP 2015 has been added.

Load combinations based on NSCP 2015 have been added.

Overstrength factor based on NSCP 2015 has been added.

The risk Category of building and importance factor based on NSCP 2015 have been added.

Site class and site coefficients based on NSCP 2015 have been added.

SNI 1726 Developments

The seismic analysis and design procedures based on SNI 1726 have been added.

Seismic Force-resisting system selection based on SNI 1726 has been added.

Equivalent lateral force calculation for fundamental period calculation based on SNI 1726 has been added.

Equivalent lateral force calculations for irregularities based on SNI 1726 have been added.

Scaling design values with equivalent base shear force amplification coefficient calculated with the equivalent lateral force procedure based on SNI 1726 have been added.

The second-order effect calculations based on SNI 1726 have been added.

Story drift determination and check based on SNI 1726 have been added.

Concrete, effective section properties based on SNI 1726 have been added.

Vertical response spectrum functions based on SNI 1726 have been added.

Horizontal response spectrum function based on SNI 1726 has been added.

Load combinations based on SNI 1726 have been added.

Overstrength factor based on SNI 1726 has been added.

The risk Category of building and importance factor based on SNI 1726 have been added.

Site class and site coefficients based on SNI 1726 have been added.

New Architectural Features in ideCAD v11

Added new project wizard.

Speed optimization in file saving process.

Clicking on the "Make Compatible with Architecture/Structural" command while working in the classic menu layout, the program closed. Fixed.

The space between the beam name and the beam dimension information has been increased for ease of reading.

In Arc / Angle and Label dimensions, filled hatched arrow types were drawn empty. Hatches fixed.

Objects that should not be selected in the command can be chosen, it has been fixed.

Create a new section. Select section. The automatically typed section name was not compatible with the section. It has been fixed.

When clicking Preferences without opening a new project, the program closes. The command is turned off when there is no active project.

The background color of the layout could not change after creating the layout. Added background color to layout settings.

The solid option in the cursor type of the section and elevation line has been activated.

Profile deletion problem in architectural profile editor fixed.

When the International selection was made on the new project wizard, adjustments were made to the windows.

When the full feet value was entered, it was displayed as feet inches, edited.

While exporting the project DWG, a warning message about the plugin error was displayed. It has been fixed.

With the USA Imperial set, draw 1' - 0" thick shear walls and analyze the "c" error.

Adjusted area, volume, and weight units in quantity tables and reports for USA Imperial set.

Added the possibility to change the units used easily.

The units selected imperial on the new project wizard screen were not visible in the interface. Fixed.

The remaining Turkish materials in the English program have been fixed.

The remaining Turkish layers in the English program have been fixed.

The remaining Turkish story names in the English program have been fixed.

The slowness in the program has been fixed when the registered set file is loaded with the Load settings command.

In the English program, the places left in Turkish in the sets have been fixed.

The material list and material editor dialogs have been enlarged.

In the English installation, with the English templates, the information in the Section settings was in Turkish. Made in English.

The imperial unit is placed at the top of the selection list in the project template.

When opening a new project, the country defaults to international; the unit is imperial in the wizard.

It wouldn't stay in its old place when the move dialog was moved. It is now fixed in the last moved position.

In the geometry control, the shear wall size control is not based on the length of the shear wall from the node at the intersection point of the shear wall, but now according to the shear wall section length.

The axonometric command in the ribbon menu interface has also been added to the classic menu interface.

Added the ability to cover the background of the zone list.

On 2-dimensional pages (section, elevation, etc.), the solid option of the section/elevation cursor setting has been activated.

In the English program, the term font setting has been changed to text settings.

Unable to close layer from the toolbar in the ribbon menu. Improved.

In the ribbon interface, dimension settings commands have been added to the ribbon dimensioning submenu.

When the "Reset labeling settings" option is checked in the auto label options dialog, the element indices are displayed as English C001 and changed to S01.

Added information in the drawing/story plan deletion process in the drawings dialog, by writing the list of drawings to be deleted.

Fixed the window position changing when arc walls were split

Fixed the transparent story settings not updating when changing options in the preferences dialog.

Fixed color changes in grid settings not working in the preferences dialog.

Bitmap (solid) hatches were not exported when PDF Export was performed, they are now exported.

Layout letterheads in International mode are arranged per ACI.

Two options can be selected simultaneously in the zone area calculation part in the zone settings. Fixed.

Temporarily disable the grass effect option when preparing animation has been enabled.

In the wall settings, the number could not be written when trying to edit the wall height value with a large number of digits. Fixed.

The ability to access the render command from the right-click menu while rendering indoors in the perspective screen has been added.

The file-saving problem in the report program has been fixed.

The crashing of the program occurs when the right button is clicked on the menu after the trim command has been fixed.

Text, object name finding, and changing options have been added to the Find-Replace command.

The reinforcement texts on the foundation shoot were written too close, and fixed.

Fixed the command that does not write the name in the right-click menu and appears as an empty line - It provides an axonometric perspective screen transition.

The “Repeat the last command” in the right-click menu feature has been improved to list the last three commands used.

Added shear wall gap size controls to the geometry control.

Project loading time has been accelerated.

If there is less than 2.5 cm delta (misalignment) in the columns, dimensioning is not performed. It has been corrected.

Added the ability to change the slab color in the plan.

Added the ability to change the zone color in the plan.

When changing the beam width from the toolbar, the offset delta (misalignment) was broken. Fixed.

Added the ability to open and close the object and object sublayers in the Layer Settings, Drawing Details tab, to be applied to all stories.

Fixed the issue that 2D objects with closed layered would appear in the formwork plan after the formwork plan was created

Added Rotate command to the right-click menu.

The report could not be saved with Save As. The report program has been updated.

Added Length parameter to "Select similar" dialog for shear walls.

Dialog enlarged for tabs that don't fit in the preferences dialog.

Fixed the case where angle units change was displayed incorrectly in reports

Preferences - Annotations Objects - Dimension Settings. Separated as Free Dimension / Outer Dimension / Inner Dimension

In the preferences dialog, the "Apply settings to all drawing windows" option has been changed to "Apply settings to all similar (2D/3D) windows" and is selected as default.

Story selection buttons such as active story, and active story above/below have been added to the column dimensions dialog.

Improved the Make compatible with architecture command. Drawing details that are not closed/opened are closed and opened by their purpose. Opening layers; Wall pattern, Wall plaster, Zone text, Shear Wall pattern, Stair text, Plateau nodes level dimension, Hole nodes level dimension, Subregion nodes level dimension. Closed layers; coupling beam ID, Slab text, Raft foundation, and foundation load texts.

In the rainwater pipe, the ability to define the material on each story has been brought to the connectors.

ideCAD v11 Release Now for International Users

Ismail Hakki Besler

Administrator

New Features in ideCAD v11​

ASCE 7-16 Features in ideCAD v11​

ACI 318-19 Features in ideCAD v11​

AISC Features in ideCAD v11​

New Earthquake Codes in ideCAD v11​

New Architectural Features in ideCAD v11​