Q) The following readings were obtained along the center line of a proposed road starting from BM601 and closed at BM602. The true elevation of BM602 is 49.70m. (1.05 Change points were stations: 0+00, 1+20, 2+40, 3+00. 1. Compute all elevations of the C.L. and check your calculation? 2. Calculate the misclosure error. 3. Complete the elevations of the designed road if you know that Grade 1 (from 0+00 to 2+50) is increasing by +0.3m %. Grade 2 (from 2+50 to the end) is decreasing by-0.16m %. 4. Determine the depth of cut or height of fall 5. Draw a longitudinal section along the center line at a suitable horizontal scale and vertical scale according to the dimensions of the down box. 1.66 1.67 2.52 1.85 1.63 0.55 1.5 2.07 2.01 1.185 -1.005]. IS Fall RL of CL designed road CUT FALL Remarks Station BS FS Rise BM 601 1.05 BM 601 0+00 0+60 1+20 47.3 47.84 1+80 2+40 3+00 BM 602 -1.005 вм 602 EBS ΣFS Σrise Efall =

Q) The following readings were obtained along the center line of a proposed road starting from BM601 and closed at BM602. The true elevation of BM602 is 49.70m. (1.05 Change points were stations: 0+00, 1+20, 2+40, 3+00. 1. Compute all elevations of the C.L. and check your calculation? 2. Calculate the misclosure error. 3. Complete the elevations of the designed road if you know that Grade 1 (from 0+00 to 2+50) is increasing by +0.3m %. Grade 2 (from 2+50 to the end) is decreasing by-0.16m %. 4. Determine the depth of cut or height of fall 5. Draw a longitudinal section along the center line at a suitable horizontal scale and vertical scale according to the dimensions of the down box. 1.66 1.67 2.52 1.85 1.63 0.55 1.5 2.07 2.01 1.185 -1.005]. IS Fall RL of CL designed road CUT FALL Remarks Station BS FS Rise BM 601 1.05 BM 601 0+00 0+60 1+20 47.3 47.84 1+80 2+40 3+00 BM 602 -1.005 вм 602 EBS ΣFS Σrise Efall =

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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