6.1 Using the average-end-area method, calculate the cut and fill volumes forstations 125 + 00 through 131 + 00.Volume ofcut (bcy)(4)Volume offill (ccy)(5)End-areafill (sf)(3)End-areacut (sf)(2)Station(1)785125 + 00652126 + 002,1503,2101,255127 + 00128 + 00147129 + 0078095130+000.3,666131 + 00

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

Answered: 6.1 Using the average-end-area method,…

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

Rod Rod reading Differences Elevation Remarks Station BS IS FS (m) 3.462 865.432 BM TP1 3.241 1.143 TP2 2.613 0.713 3.16 a 2.01 3.68 ТРЗ 1.313 1.581 P1 1.011 2.786 BM e 1.11 f 0.54 3.42 TP4 3.486 3.062 TP5 1.483 2.645 P2 3.616 2.716 BM TP6 1.316 0.410 P3 3.840 0.813 BM 3.91 k 1.84 В 2.416 BM
The grading works of a portion of the proposed expressway shows the following notes. Limits of free haul distance is from STA 1+272 to STA 1+322 Limits of economical haul is from STA 1+052 to STA 1+502 STATION CUT (m²) FILL (m?) 1+000 40 1+052 33 1+272 3.021 1+300 Balancing point 1+322 3.845 1+502 40.18 1+600 60 Determine the overhaul volume
QUESTION 1 In a certain portion of road to be constructed, the following data were taken. Station 1+020 8m 8.5m -1.555 ? 1.25 m² m² m³ -1.21 Station 1+090 0 +2.55 Base width for cut Base width for fill 1.25:1 Side slope for cut 1:1 Side slope for fill ____?__ -0.9 0.95 a) Compute area of first station b) Compute area of second station c) Determine difference in volume of cut and fill using End Area Method
Q2). Calculate volume of cut and fill, the elevation of natural ground shown on all nodes and design elevation is equal to 103 m, all dimension and elevations are in meter. hi h, 101 102.5 W₂ 104.2 ha 108.10 98.45 412 100.5 Wy -10 m 102.5 hey 105.7 12 97.35 99.80 101, hs 104 hi 10 m ha 104 106.5 hi Thi
Starting from point A of reduced level 200, the levels were taken to another point B. The reduced level of point B was found to be 198.295. In order to check the leveling work flying levels were taken from point B to point A and the following readings were obtained. Find the error of closure on point A.
Given the following set of slope staking notes: Sta oooo 23+00 22+00 21+00 20+50 34.7 O 46.3 38.6 O 48.2 L 23.1 FX₁ 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 0 R C 5.8 X₂ What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer] C 9.0 43.0 C 4.3 33.6 C 2.1 29.2 Bases Base for cut = 50 ft Base for fill = 30 ft s = 2:1
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
Q1/ Calculate the area of the following offsets measured in the field at equal intervals of 10 Offset hl Length 10.76 19.83 (m) Calculate the area using: 1. Trapezoidal Method 2. Simpson's method h3 h4 h5 20.24 18.59 16.76 h8 h9 h10 h6 h7 17.68 17.68 17.37 16.76 17.68

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS