Situation 580+060The deflection angles of two intermediate pointsA and B of a highway curve are 4°15' and 9°15',B20 mrespectively. The chord distance between A and Bis 20m, while the long chord is 120m. Thestationing at Pl is 80+060. Find the stationing ofPCPT120 mPC and PT.

When a gradual change in direction is provided in the horizontal plane, then the curve provided is…

The deflection angles of two intermediate points A and B of a highway curve are 4°15' and 9°15', respectively. The chord distance between A and B is 20m, while the long chord is 120m. The stationing at PI is 80+060. Find the stationing of PC and PT.

The deflection angles of two intermediate points A and B of a highway curve are 4°15' and 9°15', respectively. The chord distance between A and B is 20m, while the long chord is 120m. The stationing at PI is 80+060. Find the stationing of PC and PT.

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Situation 5
80+060
The deflection angles of two intermediate points
A and B of a highway curve are 4°15' and 9°15',
B
20 m
respectively. The chord distance between A and B
is 20m, while the long chord is 120m. The
stationing at Pl is 80+060. Find the stationing of
PC
PT
120 m
PC and PT.

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Hi! Help me with this please. Thank you so much! The deflection angles of two intermediate points A and B of a highway curve are 4o15’ and 9o15’ respectively. The chord distance between points A and B is 20m., while the long chord is 120m and stationing of P.I. is 80+060. Find the stationing of P.T.
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