Assignment 3: Vertical Curve DesignQuestion 2The reduced level at the intersection of a rising gradient of P % and a fallinggradient of Q % on a proposed road is XX.XX m. Given that K value is KK. Thethrought chainage of the intersection point is YYYY.YY m and proposedvertical curve is to have equal tangent. As a civil engineering you arerequired to prepare the following vertical curve design calculations:a) The through chainage of the points of the vertical curve if the minimumrequired length is to be used (Lv) and the vertical curve setting out dataat 20 metres interval.b) The chainage and reduced level of the highest point on the curve.c) Through chainage at highest point was located exactly under a bridge, ifthe RL of soffit is SS.SS m, calculate the headroom based on proposedvertical curve design. Assignment 3- Proposed Veritical Curve Design Parameterse for Question 2ReducedChainage @ IP1* Gradient 2nd GradientK ValueRL SoffitLevel IPYYYY (m)XX.XX (m)P %Q%KKSS (m)421071.502.32.75575.29

Assignment 3: Vertical Curve Design Question 2 The reduced level at the intersection of a rising gradient of P % and a falling gradient of Q % on a proposed road is XX.XX m. Given that K value is KK. The throught chainage of the intersection point is YYYY.YY m and proposed vertical curve is to have equal tangent. As a civil engineering you are required to prepare the following vertical curve design calculations : a) The through chainage of the points of the vertical curve if the minimum required length is to be used (L) and the vertical curve setting out data at 20 metres interval. b) The chainage and reduced level of the highest point on the curve. c) Through chainage at highest point was located exactly under a bridge, if the RL of soffit is SS.SS m, calculate the headroom based on proposed vertical curve design.

Assignment 3: Vertical Curve Design Question 2 The reduced level at the intersection of a rising gradient of P % and a falling gradient of Q % on a proposed road is XX.XX m. Given that K value is KK. The throught chainage of the intersection point is YYYY.YY m and proposed vertical curve is to have equal tangent. As a civil engineering you are required to prepare the following vertical curve design calculations : a) The through chainage of the points of the vertical curve if the minimum required length is to be used (L) and the vertical curve setting out data at 20 metres interval. b) The chainage and reduced level of the highest point on the curve. c) Through chainage at highest point was located exactly under a bridge, if the RL of soffit is SS.SS m, calculate the headroom based on proposed vertical curve design.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Intersection Design

An intersection is a location where two or more roads or railways meet or join. The traffic movement is controlled at the intersection that depends on its design and type. It governs the operation, efficiency, speed, capacity, and safety of the highways, airways, and railways. The movement of the pedestrian causes hazards and delays at the intersection.

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