Answered: 8. Compute the final centerline road…

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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Transcribed Image Text:150' 75' 75' 75' 75' 75' 150' 150' 2* 20 19 18 17 16 15 PROPOSED CURB ELEVATION @H= 514.35 GRADE STAKES e 50' STATIONS - OFFSET 5' NORTH OF CURBLINE PROPOSED CURB ELEVATION eD = 505.63 R= 30' R = 30' R= 35' IG ---O-13-0-- B lo+00 PARKWAY AVE. - -24 -PROPOSED CURBS 24' 50' 90°|8+80 90° 13 R= 30' R= 30' 4 R= 35' R= 35' 6 8 9 10 11 12 13 14 150 50' 50' 150' 225' 24 34' PLAN AND PROFILE SCALES: +50' +60'- HORIZONTAL, 1" - 100' VERTICAL, 1" = 10 H- 100' V = 10" 325' e 1.12% 25' @ 2% 180' e 2% 350' e 0.60% ORIGINAL GROUND SURFACE FINAL Ç ROAD PROFILE 495 FT. 495 FT. 13" 12'- -13' CROSS SECTION BLVD. BLVD. 0.26 SCALES: 0.50' 0.24 HORIZONTAL, 1" = 10' VERTICAL, 1" - 1" 2% PAVEMENT EXHIBIT "B" N.T.S. S-107 FIRST ST STREET LINE ÇURB- STREET LINE

8. Compute the final centerline road elevations for Parkway Avenue, between 0+52 and
8+38, at ALL 50 foot stations. Show that your elevations "Check in".

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