Q1/The readings for cross sectional levelling at stations (0+00) and (1+00) are shown in the table below to construct a road with width (8m) and side slope (IV:2H). The garde line level is (22m). Compute the elevations of the points. draw the cross section using scale (1:100) and find the height of the fill at the stations? Station B.M. L. Distance (m) C.L. 0+00 R. B.S. 1.1 I.S. 1.47 F.S. H.I. Ele. (m) 20.5

Q1/The readings for cross sectional levelling at stations (0+00) and (1+00) are shown in the table below to construct a road with width (8m) and side slope (IV:2H). The garde line level is (22m). Compute the elevations of the points. draw the cross section using scale (1:100) and find the height of the fill at the stations? Station B.M. L. Distance (m) C.L. 0+00 R. B.S. 1.1 I.S. 1.47 F.S. H.I. Ele. (m) 20.5

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Given the following level section notes for stations 1+160 and 1+180: 1+160 a) What is the roadbed width? 1+180 b) What is the area of section 1+160? 9.8 2.4 c) What is the area of section 1+180? 7.6 1.3 0 3.7 The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right. 0 2.3 e) What is the prismoidal volume correction? 7.4 1.2 in meters 6.6 0.8 in square meters in square meters d) What is the volume between section 1+160 and 1+180 using end area method? in cubic meters in cubic meters
what is the following: (in meters)1. Length AB2. Length BC3. Length CD4. Length DE5. Total traverse6. Elevation B7. Elevation C8. Elevation D9. Elevation E please show solutions thank you!
SHOW COMPLETE SOLUTION/DIAGRAMS/TABLES
68 Q4: It is required to construct a road with b=10m width and 1:2 side slope. The reduced level (RL) of the stations along with the existing center line as well as the designed road are given in the table. Use the info (table) to answer the following: 1. Draw sketches for the 3 cross-sections. 2. Calculate the area of cross-section 0+00 using coordinate method. 3. Calculate the area of cross-section 0+70 using the Slopes (m and k) method. 4. Calculate the total earthwork (volume). Note: Area=+mh) - (WR + W₂) - 1 . Cross-section 0+00 Cross-section 0+70 Cross-section 1+40 # BM1 0+0 0+0 0+0 RL of CL 36 34.98 35.19 34.98 0+70 34.47 0+70 0+70 1+40 1+40 1+40 BM2 34.21 33.79 33.76 34 34.03 34.46 DIST egesgege 4R O CL 41 4R O CL 4L 4R OCL 4L Designed road 34.5 34.5 34.5 34.57 34.57 34.57 34.64 34.64 34.64 Cut Fill Description BM1 Area = ? Area = ? Area = ? BM2
Q4/ Compute the reduce level of the points for the following readings, then draw the profile using scale (1:5000) for distances and (1:50) for the elevations, so draw the grade line starting from station (0+00) sloping (0.5 %) to down to station (5+00) and find the height of cut and fill ? Station 1 2 3 4 5 6 7 8 9 10 11 Dis. (m) 0+00 1.52 0+50 1+00 2.59 1+50 B.S. I.S. 2+00 1.12 2+50 3+00 1.16 3+50 4+00 1.22 4+50 5+00 1.91 1.92 1.44 1.82 2.30 F.S. 2.41 1.48 1.50 1.91 3.85 H.I. Ele. 25.00 Ele.of Height grade of cut Height of fill
I need the answer as soon as possible
Q2/ The elevation of center line for a cross section of street project. If the design level for the proposed street is (25m). Examine if the section is Fill or Cut? up in 4 25.50 26.60 8 .25 | 8 عن 27.6 | 4بار B 26.9
1. Calculate the grade of points A, B and C. El. 126.42m 3.70% 158.75 A -4.1% 66.45 126-866- B 2.90% 205.6 C
Please see the image below. Use 2 decimal places.
Question 2. Below shown is the profile for a road construction at a station. This is a fill section. Sometimes the letter C is used to designate cut and F to indicate fill for the vertical distance or depth. In other words, a point below the base would have a negative sign in a fill section. F 11.8 below corresponds to -11.8 ft. The baseline is 50ft. Calculate the area for the fill section. (Answer: 137.3 yd²) 50ft F 11.8 -42.5 F 14.3 -32.0 0 -25 25 olo F 15.8 25 25 Baseline F 16.3 65.4
I need complete solutions please, thank you.
a. Provide 5 sample problems each (with complete solution) on the following topics: i. Angles and Directions ii. Traverse Adjustment and Area Computation by DMD and DPD iii. Simple Curve iv. Compound Curve