Answer fast Q3: A circular curve of radius 900 m is to be constructed between two straightsof a proposed highway. The intersection angle between the straights is165°31'54" and the curve is to be set out by the tangential angles methodusing a theodolite and a tape. The through chainage of the intersectionpoint is 1345.82 m and pegs are required on the centre line at exact 20 mmultiples of through chainage.a.Calculate the tangent lengthsb. Calculate the length of the circular curvec. Calculate the through chainages of the two tangent pointsd. Tabulate the data required to set out the curve (10 points)

L = π * R * D / 180where:L is the length of the curve (m)R is the radius of the curve (m)D is the…

Answered: Q3: A circular curve of radius 900 m is…

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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2 existing highways are to be connected by a simple curve of 2° (100m arc basis). The first highway has a North azimuth of -18°26’34” while the second highway has a South azimuth of -47°21’08”. Determine the required length of curve to be constructed and the station of the end of the curve given that the theoretical intersection of both highways was found to be at STA. 3+016. (Draw the figure) *SHOW COMPLETE AND CLEAR SOLUTION WITH EXPLANATION FOR ME TO UNDERSTAND THANKYOU
2 existing highways are to be connected by a simple curve of 2° (100m arc basis). The first highway has a North azimuth of -18°26’34” while the second highway has a South azimuth of -47°21’08”. Determine the required length of curve to be constructed and the station of the end of the curve given that the theoretical intersection of both highways was found to be at STA. 3+016. (Draw the figure) Show detailed solution.
2 existing highways are to be connected by a simple curve of 2° (100m arc basis). The first highway has a North azimuth of -18°26’34” while the second highway has a South azimuth of -47°21’08”. Determine the required length of curve to be constructed and the station of the end of the curve given that the theoretical intersection of both highways was found to be at STA. 3+016. Draw the figure Limit to 3 decimal places
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