Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1. Part G What is the end area for the depth of 12 ft? Express your answer in feet squared as an integer. End Area = Part H V—| ΑΣΦ End Area = What is the end area for the depth of 14 ft? Express your answer in feet squared as an integer. n vec ΠΙ ΑΣΦ ↓vec ? ? ft² ft²

Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1. Part G What is the end area for the depth of 12 ft? Express your answer in feet squared as an integer. End Area = Part H V—| ΑΣΦ End Area = What is the end area for the depth of 14 ft? Express your answer in feet squared as an integer. n vec ΠΙ ΑΣΦ ↓vec ? ? ft² ft²

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: Determine the hydrologic risk

Q: iven the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied…

A: Basic for cut = 48 ftbasic for fill =40 ftcut slope, s =2:5:1To find:Prismoidal correction factor

Q: Given the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied…

Q: Q2/ The levelling reading for proposed project is shown in table below. If the D.L for the points…

A: Given data The D.L for the points A, E and H are 31.0, 31.5, 30.0 The elevation of point E = 30.09 m

Q: Please solve problem 3.8 but Use d=22" instead of 18" shown. Total depth = 22"+3" = 25". SHow all…

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

Q: Baseline 4,21 0m 6,85 m 6,31 5 6,80 Offsets South Offsets North 3,54 6 4,80 12,83 12 7,93 13 7,15 15…

A: A baseline is given in the above figure. Some offsets are given on both sides of baseline. We have…

Q: Sta 23+00 22+00 21+00 20+50 L 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 C 9.0…

A: The given data is shown below: Base for cut=50 ftBase for fill=30 fts=2:1

Q: Given the following set of slope staking notes, find the fill volume between Stations 49+00 and…

Q: From the following cross-section notes, complete the table below. Use prismoidal method. Road bed…

Concept explainers

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.

Question

Calculate the end areas for depths of fill from 0 to 20 ft using increments of
2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1.
Part G
What is the end area for the depth of 12 ft?
Express your answer in feet squared as an integer.
End Area =
Part H
195| ΑΣΦ. 41
End Area =
What is the end area for the depth of 14 ft?
Express your answer in feet squared as an integer.
vec
96
IVE ΑΣΦ |
vec
?
?
ft²
ft²

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data

VIEW

Step 2: Drawing the fill diagram and Finding the end area formula for the given data:

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 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

In reply to figure-4.15-site-plan-for-review-question-11 I calculated the answer as cubic feet and converted to cubic yards, so 3606 cu ft cut and 1699.1 cu ft fill becomes 133.6 cubic yards cut, and 62.9 cubic yards fill. See graphic. Am i right? what is correct answer please? Regards R Goddard
Given the following set of slope staking notes, find X2: Basis for Cut Basis for Fill Cutslope 28.8 23.2 32.0 Sta. None of these. 28.0 5100 5000 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20
Calculate Ve, Cp and Vp for the following notes. The base in fill is 20 ft and the base in cut is 30 ft.
The table below contains cross-section data. Compute the volumes of cut and fill in this transitional area from sta 30+000 to sta 30+040. The units are in meters. The road templet is w=21 m in cut and 18 m in fill with 2:1 side slopes. Fill up the table appropriately. Sketch on a separate sheet.
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
Given the following set of slope staking notes, find X2: Basis for Cut Basis for Fill Cutslope O 28.8 O 22.2 25.4 32.4 Sta. 5100 5000 4900 None of these. 52 38 s=2:1 ft ft L CX1 33.4 F 7.3 33.6 F 8.6 36.2 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.2 FO 19
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
Please solve this question in handwriting. step by step. I am confused. in details
The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 24+600 6.28 0 7.27 6.89 6.87 4.24 Determine the cross sectional area at STA 24+600. Round your answer to 3 decimal places.
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