Item 3 A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the tangents. In the triangle formed by points A, B, and Pl, the angle at A = 16°28′ and at B= 22°16'. The station of A is 54 +92.30. Calculate and tabulate curve notes to run, by deflection angles and incremental chords, a 4°30' (arc definition) circular curve at full-station increments to connect the tangents. Part J Calculate the stationing of PC. Express the first station number as an integer; express the second station number to two decimal plac AB= Submit Part K A, B= 195] ΑΣΦ.41 | vec Submit Request Answer Calculate the stationing of PT. Express the first station number as an integer; express the second station number to two decimal plac 195] ΑΣΦ.It vec ? Request Answer
Item 3 A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the tangents. In the triangle formed by points A, B, and Pl, the angle at A = 16°28′ and at B= 22°16'. The station of A is 54 +92.30. Calculate and tabulate curve notes to run, by deflection angles and incremental chords, a 4°30' (arc definition) circular curve at full-station increments to connect the tangents. Part J Calculate the stationing of PC. Express the first station number as an integer; express the second station number to two decimal plac AB= Submit Part K A, B= 195] ΑΣΦ.41 | vec Submit Request Answer Calculate the stationing of PT. Express the first station number as an integer; express the second station number to two decimal plac 195] ΑΣΦ.It vec ? Request Answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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