Hello Be Communities.
I have familar with design of super elevation using options of MX. Every time I am facing problems of Conflict points at curve locations. I have tried to edit confilcts points but sometimes it's possible and some neglected.
I am tring to design superelevation using input file method using major and minor options. Any one help me to how write super elevation for design speed of 80 KMPH input file method. If any one provide example file also helpful.
Kugan (Account Manager & Technical Adviser on MX and ORD)
HELLO CAN YOU PLEASE SEND ME PAVEMENT DESIGN AND CROSS SECTION GENERATION INPUT FILE TO ME. MAIL ID : email@example.com. thank you
Here is an example. The chainages are the tangent point chainages on the master string.
Design channel strings (clef,crig)DESIGN,SIMPLE DESIGN ROAD 100,MAST,,CLEF,-0.025,10,,-3.0,400 100,MAST,,CRIG,-.025,10,,3.0,400 Now introduce linear changing superelevation to left channel131,MAST,,CLEF,,12.639,,-0.025,113.096,,0.025130,MAST,,CLEF,,113.096,,0.025,299.302131,MAST,,CLEF,,297.302,,0.025,397.759,,-0.025 999
Use minor option 132 for reverse curve application of super