Lecture 2 : Contact Pressure, Equivalent Single Wheel Load and wheel load

This Lecture is in continuation of lecture 1 part 2. In this lecture factors affecting the design of pavement are discussed in detail. The Concept of equivalent single wheel load with the numerical problem is discussed also. Don't forget to watch other lectures on highway engineering and project planning management on my channel. Please hit the like button if you like the content. Don't forget to share and subscribe to my channel. other videos on my Channel: **Lecture - II: Widening of Pavement on Horizontal Curve:    • Lecture - II: Widening of Pavement on Hori...   ** Numerical Problem on CPM:    • Solved Numerical on Critical Path Method L...   ** Critical Path Method (CPM): Project Planning Management, Lecture I:    • Critical Path Method (CPM) Lecture - I   ** Super-elevation: Horizontal Alignment (Lecture - I):    • Superelevation: Horizontal Alignment (Lect...   ** PERT - Slack & Critical Path (Project Planning & Management):    • PERT - Introduction, Slack & Critical Path...   ** Overtaking Sight Distance LECTURE - II:   • Overtaking Sight Distance - 2 #GeometricDe...   ** Overtaking Sight Distance LECTURE - I:    • Overtaking Sight Distance - 1 #GeometricDe...   ** Hardness of wastewater lab manual:    • Determination of Hardness of waste water (...   Thank you