XI and I arecurve where X and Y aretangents for a railroad circulorthat x C240.48, 125.9N) and Y (353-88,218-6N)Fangent points. Givencurvo isand midpoint coordinateof(60 13,195.89N) Calculate1. Radiusof curvecurre2. Lengthof3. Deflection angle4. External distance.5 Coordinates at I.

I and IY are urve where X and Y are tangents for a railroad circulor Fangent points. Given nat x C240.48, 125.9N) and Y (353-88,218-65 and midpoint coordinate of curve is 50.13 8,195.89N) Calculate adius of curve

I and IY are urve where X and Y are tangents for a railroad circulor Fangent points. Given nat x C240.48, 125.9N) and Y (353-88,218-65 and midpoint coordinate of curve is 50.13 8,195.89N) Calculate adius of curve

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

Highway Surveys and Location

Surveying is an operation in the civil engineering domain that requires collecting and identifying data regarding an area of land and topography. The data that is collected can be helped to plan and undertake the construction process. Civil engineers perform surveys to gather three-dimensional information regarding a particular area. Engineers specify several points on the surface of the earth and relationship between points, and the distance and angles between the points are evaluated. The data from this evaluation guides in drawing plans regarding buildings and structures.

Question

XI and I are
curve where X and Y are
tangents for a railroad circulor
that x C240.48, 125.9N) and Y (353-88,218-6N)
Fangent points. Given
curvo is
and midpoint coordinate
of
(60 13,195.89N) Calculate
1. Radius
of curve
curre
2. Length
of
3. Deflection angle
4. External distance.
5 Coordinates at I.

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