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EW volume comparison between MiTS 1 and MiTS 2

Objective: Comparison of Earthwork volume between MiTS 1 and MiTS 2 Volume Needed Before Compact Fill: (Before MiTS 1.11.1.1 & MiTS 2.0.40.0) Volume Needed Before Compacted Fill = Bank Fill * [1+ (1-Soil Shrink Factor)] (After MiTS 1.11.1.1 & MiTS 2.0.40.0)...

Behaviour for Slope In Cut Section for Vdrain

The measurement of Earthworks slope cut section with vdrain is measured from one flat berm to the next flat berm. Users might get confused and found that the measurement is different with the one assigned in the platform editor and might as well found out that the...

Depth Below Invert

Depth below invert is a space or certain depth of sump that function as rubbish/leaves or sediment trash to avoid blockage of outlet pipe. In order to insert the space depth, users may click on “Node > Spread Input > Depth Below Invert” Eg: Node 3 has Depth Below...

Advanced Infrastructure Design Seminar in Sabah

Once again, we are greatly encouraged to see about 70 participants turned up at our Advanced Infrastructure Design Seminar in Sabah last week. There is a genuine desire to learn more about infrastructure design. We at MES Innovation Sdn Bhd are honored to be able host...

How to Send Backup MiTS 2 Project File

MiTS 2.1.16.0 and below, the loupe file and the backup file are separated. Therefore, users are needed to follow the following sections in order to append project file and loupe file.  i. Backup Project File Following are the steps backup the file for MiTS 2 a. Click...