Q7) for the profile shown indicate the areas of cut and fill, and find the volume of cut and fill if the width is 50 m Elevation, m 80 70 60 existing grade 50 final grade 40 30 20 10 distance, m 10 40 100

Q7) for the profile shown indicate the areas of cut and fill, and find the volume of cut and fill if the width is 50 m Elevation, m 80 70 60 existing grade 50 final grade 40 30 20 10 distance, m 10 40 100

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 20m 20m 15m 15m 15m 15m 15m2 10m 10m 10m 15 20m 20m 25m 25m 30m

A: for road construction while deciding profile, there is need of filing or cutting. from cutting and…

Q: The table below gives area information on earthwork of road cross sections at three different…

Q: Information shown in light of successive cross sections between i Find the total volume of…

Q: 2. Draw a sketch of the cross-section of a road and show the pavement width, curb & gutter,…

Q: 2.837 2.762 1.5 1 1.631 1.5 -4.256- -6.000- 2.447- STA. 0+128.32 2.284 2.380 1.5 1.414 1.5 3.426-…

Q: Problem 1. Calculate the area between the offsets using Simpson's One-Third Rule. 75 Chainage (m)…

Q: The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 16+600…

Q: 6.1 Using the average-end-area method, calculate the cut and fill volumes for stations 125 + 00…

A: It is required to calculate the volume of cut. Here, A1 is the area of 1st station, A2 is the area…

Q: Example 3: Calculate the area of the following offsets are measured in the field at equal intervals…

Q: Angle of elevation and depression are measured from the (horizontal/vertical)

Q: Calculate the total earth work volume for the following roadway in cubic yards: 1) Using…

Q: Given a table of quantities of earthworks of a portion of a proposed national road. The length of…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Q: Problem 1 Fill the table and use 25% expansion factor Fill Vol. Station Cut, ft? Fill, ft? Cut Vol.…

A: Volume =Avg Area ×LengthAvg Area =A1+A22Volume yd3=A1+A22 ×Length27 Fill (25%)=fill/1.25

Q: 2. Estimate the total cut or fill volume for the below grid. The grid consists of 20 ft. -by-20 ft.…

A: The grid consists of 20 ft X 20 ft, and this land is to be leveled at 0.4 ft.To determine:Whether it…

Q: Given Velocity= 50m/s discharge= 5 m/s O = 180° vehicle %3D VI neglect frictioons Find the frce…

A: Given Data: Velocity is v=50 m/s. Discharge is Q=5 m3/s. Angle θ=180°

Q: The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 23+8500…

A: To Determine the cross sectional area at STA 23+8500.

Q: Draw the profile and line of construction with suitable horizontal and vertical scales. If the grade…

A: Leveling is a branch of social engineering experimentation to measure different point levels in…

Q: Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level…

Q: In certain building operation, it was necessary to remove a portion of B hall which was…

A: Calculate the volume of the above solid with the help of the prismatoid formula: where; V is the…

Q: A core cutter of 130 mm height has inner and outer diameters of 100 mm and 106 mm. respectively. The…

Q: b) The following road grading plan has a 5% slope going downward to the south, a 3" tangential…

A: FINDdraw 64' and 65' contours

Q: 2. The following equations were established for a study area. T=40+ 489x, -0.004x,-02-0.017.…

A: Number of observations used in setting up the equations is 53.

Q: 3. In the figure below, two circular arcs were established to connect two road segments A and B. It…

A: Data Given: Asked: Appropriate control point Coordinates of point P

Q: 1. Using Simpson's one third rule, calculate the area of the plot shown in figure below. if the…

Q: Q2. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the…

A: Given figure-

Q: 2) The following table contains a set of measured levels for a closed traverse (i.e. BM level = CP5…

A: The set of measured levels for a closed traverse…

Q: In a certain portion of road to be constructed, the following data were taken. Station 1+ 6.85 +2.3…

A: Given data: Station L C R 1+20.00 +2.36.85 +1.50 +1.06.39 1+70.00 +2.06.0 +1.20 +2.66.9…

Q: If the elevation of BM-A is 975.00', what is the elevation of TBM-1? ENATAL 7.45 BS FS 5.12 6.77 BS…

Q: Y5 Y4 Y3 1 0.95 1 1 1 0.8 1 1 1 0.3 0.8 0.8 1 1 top 0.5 0.7 bottom 10 mm scale 1:500 1- 1, 1, 1,

A: It is given: Scale of plan = 1; 500 There are two methods that are asked in the question Counting…

Q: Calculate the area between the sidewalk/proposed surface and the existing surface shown by the…

Q: In the diagram shown, the correct steps for drawing a triangle starting from point A TO point C in…

A: Given,

Q: Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level…

A: Width of road bed = 26 ft Side slope = 1-1/2 H:1 V To find:- End area for the depth of 16 ft End…

Q: 54 4- 2 56 58 55 58 59 59 60 61 5 *55 60 62 63 64 63 64 65 66 65 67 3 5 B. Shown to the left is a…

A: Find the Volume of excavation by (a) Unit volume method (b) Parallel section method

Q: In a certain portion of road to be constructed, the following data were taken. Station 1+ 0 20.00…

A: Given for station 1+0206.85+2.3 0+1.5 6.39+1for station 1+0706.0+2.0 0+1.…

Q: Highway curve has R = 800 m, I = 20° 00', and Pl station 3+290.600 m. ▼ Part A Determine degree of…

Q: Using Simpson's Rule, calculate the volume of cut required for a road construction for a national…

A: Stake 1 2 3 4 5 6 7 8 9 NGL 81.3 82.5 83.8 84.1 87.25 85.8 84.6 83.5 83.0 Formation Level (F.L)…

Q: Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level…

A: Given, Width =26 ft Side slope=1.5:1 To determine, (e) End area for depth of 8 ft (f) End area for…

Q: -A factory is to he built on a ground having following elevation and the area bounded by each…

Q: Prove that the scale ratio for discharge for a distorted model is given as pavietos adr Qp Qm = (L₁)…

Q: What is compacted earth fill or a structural earth fill.?

A: Earth fill consists of natural earth materials, which can be placed and compacted by conventionally…

Q: What is the cross section area of the mid section in m2? 2. What is the volume using prismoidal…

Q: End Area (ft2) Volume (yd) Volume (yd) Net Volume (yd) Station Mass Shrinkage Total Cut Fill Cut…

Q: The cross-section notes shown below are for a Station 32+300 6.25 + 2.25 + 2.20

Q: Calculate the net volume of the grid below in cubic yards using the borrow-pit method. Net volume is…

A: To calculate - Net volume of the grid

Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 19+2600…

Question

Transcribed Image Text:Q7) for the profile shown indicate the areas of cut and fill, and find the volume of cut and fill if the width is 50 m Elevation, m 80 70 60 existing grade 50 final grade 40 30 20 10 distance, m 10 40 100

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Descrieb the use of Bulldozer to spread soil fill.
Situation #1 A 3 m El is Constant (Assume El = 1 kN-m²) Y KN ny 10 + A X_kN Fam B Determine the deviation under the load X with respect to the tangent at A Determine the deviation under the load Y with respect to the tangent at B Determine the deviation under the load X with respect to the tangent at B X= 329 Y= 29 A= 8
The cross section notes shown below are for a ground excavation for a 10 m wide roadway. What is the cross sectional area in sq. m? Select the correct answer: A. 58.1125 sq. m.B. 51.8825 sq. m.C. 52.1125sq.m.D. 55.1225 sq. m.
The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 21+1900 7.92 6 0 6 7.91 4.49 4 6 5 4.57 Determine the cross sectional area at STA 21+1900. Round your answer to 3 decimal places.
Given below is the technical description of lot 2081, Cebu Cadastre. LINES 1-2 2-3 3-4 4-1 BEARINGS $32'17' W N 36 25 W N 15'47 W N 73'07 E Find the Area of the lot using a. DMD Method b. DPD Method DISTANCES 22.04 m. 10.00 m. 5.00 m. 19.95 m.
The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 18+700 7.08 0 7.57 4.06 7.27 5.79 Determine the cross sectional area at STA 18+700. Round your answer to 3 decimal places. Add your answer
Q12. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the total volume (cubic yard)? The unit in the map is ft, the square is 20ft x 20ft. 5.0 4.9 20.0 4.2 3.9 5.4 13.3- -13.3 4.3 4.6 5.4 4.4 -20.0 6.1 5.4 5.8 4.9 4.7 4.8 5.1 4.6 3.9 -13.3- -26.7- 4.6 5.4 4.4 |3.9 5.5 5.1 4.9 4.2 4.2 3.9 4.4 4.7 -20.0 -20.0
Given the following cross section notes for a road grading work: X1 -3.2 3.2 a 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. fill 0 +1.2 X1 4.5 3.5 +1.2 1.2 cut 3.5 4.5 1.2 x2 +2.8 X2 1 2.8
With reference to the figure below, the End-Area-Method is used for volume calculation by considering two sections A1 and A2 with a mid-way section Am A2 O True O False
Given the following cross section notes of an earthwork on a rolling terrain. The width of the road is 10 m. Sta 6 + 340 7.3 9.8 +4.5 +3.9 +5 Sta 5 + 741 7.6 9.6 +4.5 +3.4 +5.1 Solve for the volume by Prismoidal Formula (in m^3). Round off to two decimal places.
The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 14+500 7.21 0 6.69 6.94 6.18 5.18 Determine the cross sectional area at STA 14+500.
5 3 7 8 Table below shows the chainage (length), cut and fill end areas Earthwork Calculations Station 0+30 1+00 1+50 cut end area fill end area (sf) (sf) 320 650 270 780 300 620 cut volume fill volume (cy) (cy) total volume total volume of fill of cut For the earth calculations shown on the left, compute the total volume of fill. (sf = square feet, cy= cubic yards, 1 cy= 27 cubic ft) Hint: When the end areas of cut or fill have been computed for adjacent stations, the volume of cut or fill between those stations can be computed by simply averaging the end areas and multiplying the average end area by the distance between the end area stations. Length is the difference between stations. V-(A1+A2)/2*L 60,800 cy 53,000 cy 2.252 cy 2,021 cy