Download a software installation pack [akses-RCBD.zip] form www.akses.in
Unzip the software installation pack.
Install Microsoft .NET Framework 1.1 if it is not already installed by running file : dotnetfx.exe
Install akses-RCBD 2018 Demo by running file : aksesInstall2018.exe
Start akses-RCBD 2018 Demo by clicking on its desktop icon.
Call us on +91 20 2543 0005 for any assistance.
No. A building frame model can have any number of member elements. Educational version has limitaion of about 1100 member elements.
You can use all the design panels by directly entering your values of LOADS, MOMENTS AND SHEAR FORCES in the respective fields in the design panels.
Even if you are not able to use the analysis command in the free demo version, if you email us your zipped data folder at firstname.lastname@example.org, we will analyse your data files and send them back to you so that you will be able to design all the elements yourself.
Hold down [Ctrl] key and click on ‘Save Project’ to backup the current project.
Hold down [Ctrl] key and click on ‘Open Project’ to restore the backed up project.
You can import center-lines from the architectural drawings. Please go through Example link at the bottom of contents in the HELP to find out how it is done.
Please go through Example link at the bottom of contents in the HELP to find out how it is done.
Hold down [Ctrl] key and click on ‘List Joint’ to view all joint coordinates.
Press left mouse button and drag mouse to select multiple joints while delete command is in process.
Hold [Ctrl] and press on list member.
Hold down [Alt] key and Click on Edit Member. Click on joint of desired vertical member in plan views. Click [Yes] to set alpha = pi/2 of all vertical members along that joint. Click [No] to set alpha = 0 of all vertical members along that joint.
Hold down [Alt] key and Click on Edit U.D. Load. Window select multiple members. Input existing value of UDL on members. Input new value of UDL on members.
Hold down [Ctrl] key and Click on Delete U.D. Load.
Create 10 – 20 joints along the length of the desired circular beams and connect these joints by normal beam elements.