3. Given the following VC and its attributes: (use appropriate tabulations for Kdesign to get length of VC) - L/2- -니[2- Udesign = 80 mi/hr PVI G1 and G2 = 1.5% STA EVC = 250 + 88 BVC EVC G G2 Elev EVC = 102.5' T;- Determine the following (a) Sta. BVC, Elev. BVC (b) Sta. PVI, Elev. PVI (c) Elevation of road level at crest (d) Elevation of road level at the Station located exactly midpoint between PVI and BVC
3. Given the following VC and its attributes: (use appropriate tabulations for Kdesign to get length of VC) - L/2- -니[2- Udesign = 80 mi/hr PVI G1 and G2 = 1.5% STA EVC = 250 + 88 BVC EVC G G2 Elev EVC = 102.5' T;- Determine the following (a) Sta. BVC, Elev. BVC (b) Sta. PVI, Elev. PVI (c) Elevation of road level at crest (d) Elevation of road level at the Station located exactly midpoint between PVI and BVC
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SUBJECT: HIGHWAY AND RAILROAD ENGINEERING
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