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See Laboratory 5 Specific Information sheet for the Crew Assigned Station and Curve Elements. Given Point of Curvature (PC) Station: Given Tangent Deflection Angle (A): Given Radius (R): 0+25 130°00' 00¹" 61.00 Compute the elements of the given horizontal curve here below: Tangent (T): Arc Length (L): Cord Length (C): Compute the deflection angle and the cord length of the station intervals here below: Station L Deflection 0.00 Assigned PC Station: PT Station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: External (E): Midordinate (M): Degree of Curvature (D): 00°00'00" Area = C 0.00 ompute the area between the long arc and the long cord of the given horizontal curve. Note point at PC, station PC Station PT station PC Station + L, Deflection = 4/2 L = this station - PC Station L = previous station + 20' L = previous station + 20' L = previous station + 20' L = previous station + 20¹ L = previous station + 20' L = previous station + 20¹ L = previous station + 20' L = previous station + 20' L = previous station + 20' sq. ft.

See Laboratory 5 Specific Information sheet for the Crew Assigned Station and Curve Elements. Given Point of Curvature (PC) Station: Given Tangent Deflection Angle (A): Given Radius (R): 0+25 130°00' 00¹" 61.00 Compute the elements of the given horizontal curve here below: Tangent (T): Arc Length (L): Cord Length (C): Compute the deflection angle and the cord length of the station intervals here below: Station L Deflection 0.00 Assigned PC Station: PT Station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: External (E): Midordinate (M): Degree of Curvature (D): 00°00'00" Area = C 0.00 ompute the area between the long arc and the long cord of the given horizontal curve. Note point at PC, station PC Station PT station PC Station + L, Deflection = 4/2 L = this station - PC Station L = previous station + 20' L = previous station + 20' L = previous station + 20' L = previous station + 20¹ L = previous station + 20' L = previous station + 20¹ L = previous station + 20' L = previous station + 20' L = previous station + 20' sq. ft.

Structural Analysis
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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See Laboratory 5 Specific Information sheet for the Crew Assigned Station and Curve Elements. Given Point of Curvature (PC) Station: Given Tangent Deflection Angle (A): Given Radius (R): 0+25 130°00' 00¹" 61.00 Compute the elements of the given horizontal curve here below: Tangent (T): Arc Length (L): Cord Length (C): Compute the deflection angle and the cord length of the station intervals here below: Station L Deflection 0.00 Assigned PC Station: PT Station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: External (E): Midordinate (M): Degree of Curvature (D): 00°00'00" Area = C 0.00 Compute the area between the long arc and the long cord of the given horizontal curve. Note point at PC, station = PC Station PT station PC Station + L, Deflection = 4/2 L = this station - PC Station L = previous station + 20' L = previous station + 20' L = previous station + 20' L = previous station + 20' L = previous station + 20¹ L = previous station + 20¹ L = previous station + 20¹ L = previous station + 20' L = previous station + 20¹ sq. ft.
Transcribed Image Text:See Laboratory 5 Specific Information sheet for the Crew Assigned Station and Curve Elements. Given Point of Curvature (PC) Station: Given Tangent Deflection Angle (A): Given Radius (R): 0+25 130°00' 00¹" 61.00 Compute the elements of the given horizontal curve here below: Tangent (T): Arc Length (L): Cord Length (C): Compute the deflection angle and the cord length of the station intervals here below: Station L Deflection 0.00 Assigned PC Station: PT Station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: next 20' interval station: External (E): Midordinate (M): Degree of Curvature (D): 00°00'00" Area = C 0.00 Compute the area between the long arc and the long cord of the given horizontal curve. Note point at PC, station = PC Station PT station PC Station + L, Deflection = 4/2 L = this station - PC Station L = previous station + 20' L = previous station + 20' L = previous station + 20' L = previous station + 20' L = previous station + 20¹ L = previous station + 20¹ L = previous station + 20¹ L = previous station + 20' L = previous station + 20¹ sq. ft.
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