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? 1.66 1.67 2.52 1.85 1.63 0.55 1.5 2.07 2.01 1.185 -1.005). 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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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?
1.66 1.67 2.52 1.85 1.63 0.55 1.5
2.07 2.01 1.185 -1.005).
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.
Fall
RL of CL designed road
CUT
FALL
Station
BS
IS
FS
Rise
Remarks
вM 601
1.05
BM 601
0+00
0+60
1+20
47.3
47.84
1+80
2+40
3+00
вм 602
-1.005
BM 602
ΣBS
ΣFS
Σrise-
Σfall
Transcribed Image Text: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? 1.66 1.67 2.52 1.85 1.63 0.55 1.5 2.07 2.01 1.185 -1.005). 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. Fall RL of CL designed road CUT FALL Station BS IS FS Rise Remarks вM 601 1.05 BM 601 0+00 0+60 1+20 47.3 47.84 1+80 2+40 3+00 вм 602 -1.005 BM 602 ΣBS ΣFS Σrise- Σfall
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