A Compound Circular Horizontal Curve Have :, A1 =42° 16` , E 2 =38.08 m AZp.C + P.I =62°12 AZPI P1= 151°44 , Sta.P.C=18+28.30 , Sta.P.T=25+24.43, Coords . Of P. I( 500,600) Compute : - 1) Station P.I 2) Coords. Of P.C. And P.C.C, P.T
A Compound Circular Horizontal Curve Have :, A1 =42° 16` , E 2 =38.08 m AZp.C + P.I =62°12 AZPI P1= 151°44 , Sta.P.C=18+28.30 , Sta.P.T=25+24.43, Coords . Of P. I( 500,600) Compute : - 1) Station P.I 2) Coords. Of P.C. And P.C.C, P.T
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A Compound Circular Horizontal Curve Have :, A1
=42° 16, E 2 =38.08 m
AZp.c -
P.c P.I=62°12` AZPI → P.T= 151°44`, Sta.P.C3D18+28.30 , Sta.P.T=25+24.43,
Coords . Of P. I( 500,600)
Compute : -
1) Station P.I
2) Coords . Of P.C. And P.C.C, P.T](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Febd06a1f-cae9-4b58-856b-c2372d6a5e49%2F73fc3e06-7748-42a1-88c9-289e09cc7c03%2Fnl00xos_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A Compound Circular Horizontal Curve Have :, A1
=42° 16, E 2 =38.08 m
AZp.c -
P.c P.I=62°12` AZPI → P.T= 151°44`, Sta.P.C3D18+28.30 , Sta.P.T=25+24.43,
Coords . Of P. I( 500,600)
Compute : -
1) Station P.I
2) Coords . Of P.C. And P.C.C, P.T
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