This is in the surveying subject, thankyou for helping out, have a nice day :)) 3. Given the following cross section notes for a road grading work:03.5X1-3.2x2+2.8+1.2+1.2The roadbed is 9m wide and the side slope for cut is 1:1 and for fill is 1.5:1. Determine the area ofcut.2.81.2cut1.23.2aX14.53.54.5X2b

Given data:- Road grading work:- X1-3.2 01.2 3.51.2 X22.8

3. Given the following cross section notes for a road grading work: 3.5 X1 -3.2 0 +1.2 X2 +2.8 +1.2 The roadbed is 9m wide and the side slope for cut is 1:1 and for fill is 1.5:1. Determine the area of cut. 2.8 1.2 cut 1.2 3.2 a X1 4.5 3.5 4.5 X2 b

3. Given the following cross section notes for a road grading work: 3.5 X1 -3.2 0 +1.2 X2 +2.8 +1.2 The roadbed is 9m wide and the side slope for cut is 1:1 and for fill is 1.5:1. Determine the area of cut. 2.8 1.2 cut 1.2 3.2 a X1 4.5 3.5 4.5 X2 b

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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This is in the surveying subject, thankyou for helping out, have a nice day :))
A rectangular lot is divided into 10m squares and the corners are numbered 1-3 horizontal and a- d vertical. The GROUND ELEVATIONS of the different corners are given below. It is required to grade to a level surface of ELEVATION 15 m. 1a 17.3 2a 17.8 W За - 17.1 1b = 16.4 2b = 17.4 3b-17.9 1c 153 2c 15.9 3c= 16.8 a) In the volume cut computation of regular prisms, what is h1? b) In the volume cut computation of regular prisms, what is Eh2? c) In the volume cut computation of regular prisms, what is Eh3? d) In the volume cut computation of regular prisms, what is Eh4? 1d = 14.5 f) What is the total volume cut by unit volume method? 2d 15.0 - 3d = 17.6 e) What is the volume cut of the truncated prism (with triangular base)? cubic meters in meters in meters in meters in meters in cubic meters in
3) The following figure shows the elevations of the grid leveling for some land. Compute the volume of cut and fill to grade the road (ABCDE) at (20.00m) elevation. The construction width is 10m and the side slope of the road is 1:1. 15.7 15.8 16.5 16.7 15.6 E 16.3 16.1 15.3 15.7 B C A 15.8 15.5 10 m 5 S 16.1 10 m D 15.4 15.2
5. Prepare a Grade Sheet for top-of-curb cut and fill only using the following information. Centreline elevation at station 0+138.695 is 107.560 m. Road width= 12 m; curb face = 16 cm; gradient to bottom of curb = 2.2%. 107.623 1 0+138.695 107.551 I 0+150 Offset Stakes with elevations 107.249 107.324 -1.5% +2.0% 0+161.256 0+170 107.655 0+182.113 ← chainages
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6. The cross section notes of a ground surface at sta 1+200 of a road survey shows that the ground is sloping upward to the right at a 10% grade. The elevation of the ground along the center line of the proposed road at this station is 150 m and that of the finished subgrade is 152, width of the subgrade is 7.00 m with sidelopes of 1.5:1. Compute the elevation at the slopestakes.
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
Q6/ Below the elevation of points on the center of road project. If the D.L is start at elevation (25m) with ascending slope (0.5%). Find the heights of Fill and depths of cut for each points. с E F H I 100 150 200 250 300 350 400 25.7 25,2 24.8 26.6 26.8 27.2 27 60 28.0 Points A Dist. 0.0 C 26 B 50
indicate the formula you used
You find a slope stake is laying away from the center line stake with the following writing F 4.0/31.00 on one side and 14+00 on the other side. Assuming a 30-ft wide roadway and 4:1 slopes, which statement following is true regarding this stake? A)The stake is 4.0 feet from the edge of roadway B)The centerline of the new roadway will be 31.0 feet below this location C)The stake was driven at 2:00 pm (14:00) military time D)It is a fill for this site
EXPRESS YOUR COMPUTATIONS AND ANSWERS IN THE NEAREST FOUR DECIMAL PLACES. PRESENT ALL NECESSARY CALCULATIONS AND DRAW ALL NECESSARY DRAWINGS TO SOLVE THE PROBLEM.
Given the following sections: Station 3+ 080 4.05 3.00 3.00 7.05 +0.84 +3.50 +2.85 +2.12 +3.24 Station 3+ 100 7.80 2.00 4.00 5.65 +3.84 +2.42 +3.25 +2.50 +2.12 The base of the road is 6m and the side slope is 1.25:1. Find the volume between the two stations using end area method. Select the correct response: a) 497.18 m3 b) 502.20 m3 c) 613.45 m d) 396.26 m³