Traffic Engineering (CE 305) Lecture 2 - Vertical Curve Design

Поділитися
Вставка
  • Опубліковано 29 гру 2024

КОМЕНТАРІ • 4

  • @timothyolawaleidowu3512
    @timothyolawaleidowu3512 Рік тому

    Thanks so much for this wonderful video. However, I have a question on Ex 3.1. Shouldn't the elevation of the lowest point on the sag curve (=990.81) be less than the elevation of PVI (=989.5 ft)? I'm confused. Please advise. Thanks.

  • @Zzz-cq4nu
    @Zzz-cq4nu 2 роки тому +2

    ex 3.1
    why the number of stations between PVI to PVT is 3?

    • @sarishmabhandari8936
      @sarishmabhandari8936 9 місяців тому +2

      Distance between PVI and PVT is 300 ft. Each station is of distance 100ft, thus we will have 3 stations from PVI to PVT.

  • @lizhenning6088
    @lizhenning6088 4 місяці тому

    where can I download the slides?