by admin | Jul 27, 2020 | Blog, MiTS 2, Modelling-techniques, Technical Documentation
MiTS 2 users now are able to create a slanting platform by either specifying the elevation by points, or by gradient Specifying platform elevation by points Specifying platform elevation by points will be very useful if the platforms are irregular shapes. Unlike MiTS...
by admin | Apr 21, 2020 | Blog, MiTS 2, Modelling-techniques
Provided below are the guidelines to use the Title Block feature in continuity from our ANNOUNCEMENT recently. Currently, we provide you the title block support for Road Cross Section, Road Horizontal and Vertical Detailing and Earthworks Cut Section. ROAD...
by admin | Mar 24, 2020 | Blog, MiTS 2, Modelling-techniques
“Master Strings” is implemented so that the user can see the cross sections along a certain fix chainage of a reference line. With this new feature, users no longer need to create cut sections along a network one by one. This is especially useful when you have a...
by admin | Mar 6, 2020 | Blog, MiTS 2, Modelling-techniques
Project file to refer (using MiTS 2.4.7.0) Sharing centralized slope can be achieved as diagram below. The situation is when there are two connected platforms and the slopes between them are continuously connected. Platform 1 and Platform 2 are joined and the slope...
by admin | Jan 22, 2020 | Blog, MiTS 2, Modelling-techniques
Full berm can be generated from the bottom by using the Reorder Slope function to create an Effective Platform (essentially platform within platform). Unlike the previous versions (MiTS 1 or EW3D module), users need some modelling using this workaround (HERE). ...
by admin | May 29, 2019 | Blog, MiTS 2, Modelling-techniques, MSMA
Case: User needs to design a stormwater management to an area with a size of 30 m x 30 m x 1.5 m RC detention storage tank. The calculation is manually calculated as per spreadsheet. The summary of the design output for the storage tank is as follows: PSD = 177.7...
