Compute the correct volume of fill of sta 0+ 060 using a shrinkage factor of 1.30 from the following tabulation of volumes of cut and fill between stations 0+000 to sta 0+ 140 : sta 0+000: Vol cut= 50 cu m ; sta 0+020:Vol cut= 100 cu m ; sta 0+040: Vol cut= 80 cu m ;sta 0+ 0+060 : Vol fill= 120 cu m;sta 0+080: Vol fill=60 cu m; sta 0+100: Vol fill =40 cu m ; sta 0+120 : Vol cut =20 cu m ; sta 0+140: vol cut = 30 cu m

Compute the correct volume of fill of sta 0+ 060 using a shrinkage factor of 1.30 from the following tabulation of volumes of cut and fill between stations 0+000 to sta 0+ 140 : sta 0+000: Vol cut= 50 cu m ; sta 0+020:Vol cut= 100 cu m ; sta 0+040: Vol cut= 80 cu m ;sta 0+ 0+060 : Vol fill= 120 cu m;sta 0+080: Vol fill=60 cu m; sta 0+100: Vol fill =40 cu m ; sta 0+120 : Vol cut =20 cu m ; sta 0+140: vol cut = 30 cu m

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 mass diagram points and information shown below, what is the total cost of earthwork for this project? Fill the table below: Free haul distance = 0.30 miles, Cost of Excavation = $10/yd3 Max. Overhaul distance = 1 mile, Borrow/Waste = $5/yd3 Overhaul = $1.50/sta.-yd. 3000 1800 2000 1200 1000 1200 1000 1000 1000 50 50 200 -100 O+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 -1200 -1200 1000 -2000 -2500 -2500 -3000 -3000 4000 Distance (stations) Cumulative Volume (yd")
3.) Given that :S= {Cement, Sand, Gravel, Survey, Beam, Column, Plaster}; A= {Cement, Gravel, Beam, Plaster}; B= {Sand, Survey, Column}; C= {Survey, Beam, Column, Plaster}D= {Cement, Sand, Gravel}. Determine the elements in the sample space for the following: a. (BՈD)’ U Ab. (B’UC’) Ո A’c. (AՈC) U Dd. (A’ՈD) U C
人工知能を使用せず、すべてを段階的にデジタル形式で解決してください。ありがとう SOLVE STEP BY STEP IN DIGITAL FORMAT DON'T USE CHATGPT Design the longitudinal steel and the cross section of the beam shown, consider concrete that indicates fy = 4200 kg/(cm²), 1/2 stirrups and 2.5 cm coatings. 1m 0.5T 2m 0.2T 6.5m Calculate top rods per steel (min) asmin If f'c = 200kg/cm² 1.5T/m
5.20 Calculate the sieve analysis shown in Table P5.20, and plot on a 0.45 power gra- dation chart. What is the maximum size? What is the nominal maximum size? TABLE P5.20 Sieve Size 37.5 mm 25 mm 19 mm 9.5 mm 4.75 mm 0.60 mm 0.075 mm Pan Amount Retained, g 0 315 782 1493 677 1046 1502 45 Cumulative Amount Retained, g Cumulative Percent Percent Passing Retained
P.2 of 6 2. PA = 752 Pa WATER S.G. = 13.55 Hg Hg 0.4 m 10.1m FIND h IN METERS STARTS A WATER PIPE 0.2 m P 101.3 Jefa %3D Hg ATM ENDS EQS P= よん I = 9.892N %3D %3D
A 50-m steel has an error of 0.02 m at 20°C with a pull of 50 N. A rectangular lot is to be staked out using this tape. The sides are 24.63 m and 10.65 m. The average temperature of the tape during staking out is 20°C with a pull of 50 N. The laid out area of the lot in square meters is: NOTE: Units are not required. Round-off to two decimal places.
Q.2. Please explain what means of “grain boundary".
(2) 10' 12' 11' ↓ Pu ↑ Pu H →Þ. 33' ↑ Pu H A992 W 14 x 82 PDL = 2 PLL What is PLL = ? GiveN = Ag = 24.0 in ² √x = 6.05" ry= 2.48
SHOW COMPLETE SOLUTION PLSVALUES:X = 425B = 5C = 1
Find in square centimeters the area of the opening in this circular duct. Roundthe answer to the nearer thousandth.
Pls. show complete solution
The following diagram shows a partial floor framing plan of an elevated walkway building connecting an airport terminal building to the adjacent garage. The concrete floor is not post- tensioned. Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Per the ACI, what is the minimum slab depth? Consider both the interior slab and the cantilevered slab at the edge of the building. 30-0¹ B4 B4 B4 83 Column 52 SI 30-0 -Sab Mark Dean- B4 B4 B4 83 B 30-0¹ BI B2 B2 BI -Girder 12 A 1 3-4 Ei 13:4 05 40-0 to 2