2 Route Surveying 2. Given are the stations and elevations of a proposed symmetrical parabolic highway curve.POINTABсDELEVATION (m)83.579.181.885.4STATION8+120 (PC)8+2308+2608+360Note: Lines AB and CD are the tangent lines of the parabolic curve.The curve will clear a boulder at Sta. 8+220. The elevation of the tip of the boulder is 80.9615m.Solve for the ff:a. length of the symmetrical curveb.A circular pipe culvert is to be laid out as part of road drainage requirements. If theelevation of the invert of the culvert is 78.97 m., determine the volume of earthworksneeded to cover the culvert considering a 20% shrinkage factor for the backfill. Theculvert has an inner radius of 0.4 m and thickness of 0.1 m. Consider 1 m width of theroad section.

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2. Given are the stations and elevations of a proposed symmetrical parabolic highway curve. POINT A B с D ELEVATION (M) 83.5 79.1 81.8 85.4 STATION 8+120 (PC) 8+230 8+260 8+360 Note: Lines AB and CD are the tangent lines of the parabolic curve. The curve will clear a boulder at Sta. 8+220. The elevation of the tip of the boulder is 80.9615m. Solve for the ff. a. length of the symmetrical curve

2. Given are the stations and elevations of a proposed symmetrical parabolic highway curve. POINT A B с D ELEVATION (M) 83.5 79.1 81.8 85.4 STATION 8+120 (PC) 8+230 8+260 8+360 Note: Lines AB and CD are the tangent lines of the parabolic curve. The curve will clear a boulder at Sta. 8+220. The elevation of the tip of the boulder is 80.9615m. Solve for the ff. a. length of the symmetrical curve

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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