.A +3.00% grade intersects a -2.40 % at station 46+70.00 and elevation 853.48 ft. A 400.00 ft curve will be used to connect the two grades. Compute: (1) Station and elevation for the curve's endpoints (BVC&EVC). (2) Station and elevation of the curve's highest point. 240% +3.00% 400 00- BVC 7853 48 t 00 04497 EVC

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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.A +3.00% grade intersects a -2.40% at station 46+70.00 and elevation 853.48 ft.
A 400.00 ft curve will be used to connect the two grades. Compute:
(1) Station and elevation for the curve's endpoints (BVC&EVC).
(2) Station and elevation of the curve's highest point.
2.40%
+3.00%
400 00
BVC
46+70.00
PV853 48 ft
EVC
Transcribed Image Text:.A +3.00% grade intersects a -2.40% at station 46+70.00 and elevation 853.48 ft. A 400.00 ft curve will be used to connect the two grades. Compute: (1) Station and elevation for the curve's endpoints (BVC&EVC). (2) Station and elevation of the curve's highest point. 2.40% +3.00% 400 00 BVC 46+70.00 PV853 48 ft EVC
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