Prob. 5. Given the following section, determine the volume whether there is waste or borrow and by how much considering a shrinkage factor 1.15. Use End area method. Base for fill = 8.00 m. Base for cut = 9.00 m. Sta 1+020 5.48 0.00 0.98 3.05 Sta 1+080 6.76 0.00 4.63 -1.84 -1.22 -0.42 5.00 0.50

Prob. 5. Given the following section, determine the volume whether there is waste or borrow and by how much considering a shrinkage factor 1.15. Use End area method. Base for fill = 8.00 m. Base for cut = 9.00 m. Sta 1+020 5.48 0.00 0.98 3.05 Sta 1+080 6.76 0.00 4.63 -1.84 -1.22 -0.42 5.00 0.50

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: 3.00 4.00 nswer to the nearest thousandth. 3.652 4.068 2.894 1.669 -2.00 1.00→→ $32. Determine the…

Q: The Block shoun in Figure #5 Weighs 20000 16S. Find tere value of x TFF Figure #5

A: To determine the value of x. Given, Weight of the block (W) = 30000 lbs Cross-section of the…

Q: For the beam and loading shown, (a) Use discontinuity functions to write the expression for w(x).…

Q: 1. Given the table below compute for the mass passing, % retained, cumulative % retained and %…

Q: SHOW COMPLETE SOLUTION PLS VALUES: B= 5 Y= 25

A: As per guidelines we need to answer only first 3 subparts of question so please repost rest…

Q: Prepare and complete the differential level notes for the information shown in the accompanying…

Q: cos^2 x = cscx cosx/tanx + cotx. prove the identity.

Q: Given that: a = 1m b = 3m c = 5m d = 8m e = 3m f = 3m g = 2m h = 6m Windward = 16kPa…

A: Support reaction : When a number of forces function on a body and also that body is backed by…

Q: Calculate actual draft of a Carding m/c for mechanical draft=80, Waste extraction=9%, Lap hank is…

A: Given:- Mechanical Draft = 80 Water Extraction = 9% Lap Hank = 0.0011…

Q: 12.7 The radial component of velocity of water leaving the cen- rifugal pump sketched in Fig. P12.7…

A: Given data:V2=90 ft/sVr2=45 ft/sN=3000 rpm

Q: Use Virtual Work Method to answer the questions below considering the truss shown in the figure.…

Q: The glven ata sosa sieve aalysis ofa sell sale. Classity the sell using ASTO ethod. Teles are…

A: AASHTO CLASSIFICATION:

Q: SHOW DETAILED SOLUTION. PLEASE MAKE SURE THAT THE ADJ LATS AND ADJ DEPS ARE EQUAL TO 0.

A: To Find Adjustment of latitudes and departures of the all the course so that their sum can be equal…

Q: Problem #4: A B 30° 7. Determine the maximum force P that can be applied without moving the two Y-kg…

A: 7. Determine the maximum force P that can be applied without moving the two 25kg crates. Coefficient…

Q: 13. Determine the moment caused by the x-component of F1 about point A. (N-m) 14. Determine the…

A: From figd1=Ccos60=0.5d2=Csin60=32

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: Given data, Size of each grid square = 880 psi

Q: Softwood rays are typically 5 1 10 8 ◆ cells wide.

Q: 2m 1.5m 2m 2m DE 2m C 3 kN 8 kN What is the value of B2? Round off to two decimal places. B.

A: Figure is as shown

Q: 1) Determine the Centroid of the Shaded Area, Tabulate your answers and solution. Y 450 mm 300 mm r=…

Q: Problem #2: P 2 m W = X N |-1m--| -1m- Hs = 0,3 3. Determine the normal force between the crate and…

Q: Q2:-Compute the total volume of borrow-pit by using triangle method. 1.5 14 16 1.3 1.2 1.7 1.5 1.6…

Q: 1- Knowing that a = 40, determine the resultant of the three forces shown 120 lb 20° 80 lb 60 lb

Q: Find CLR? ( ) Ib/ft3 (*No unit) QuR = 2.0 ft3/s CLR = ? Lb/ft3 Lodge Run QRR = 106.0 ft³/s• CRR = 0…

Q: Find the following: 1 1. A--C 2 2. B¹ +A 3. BA

Q: For the beam shown, the magnitude of the concentrated load is P = 28 kN, the magnitude of the couple…

A: From the given question it is required to calculate the shear force and bending moment equation of a…

Q: in the table based on the information that has been given Us Standard Sieve No. Sieve Opening (mm)…

Q: Two embankments loads on silty clay soils layers as shown below. Unit weights of the left and right…

A: Boussinesq theory : Boussinesq (1885) devised a theory for calculating stresses and deformation…

Q: ly- f= 6,000 psi • As = 7.07 in? • b = 16 in • d= 30 in a) Compute the depth of the compressive…

Q: Math 6 - Composite Figures - Putt Putt Golf Calculate the area and perimeter of each hole in the…

Q: F1-17. The strut is glued to the horizontal member at surface AB. If the strut has a thickness of 25…

Q: Problem #4: The aluminum shaft consists of two segments AB and BC (G=27 GPa). Shaft AB is a solid…

Q: A simple platform having a stair will be constructed, as an estimator, your boss gave you an…

A: Concrete construction classes are of four types: Class-AA, Class-A, Class-B, and Class-C. Based on…

Q: What is the estimated SN of the data given? (1 Decimal point) Your answer

A: Structural number: It is an index that indicates the strength of the pavement layers as well as the…

Q: lock of wood 0.6m x 0.6m x “h” meters in dimension was thrown into the water, if floats with 0.18m.…

A: Given:- block of wood=0.6m x 0.6m x h m sp. gr. =0.90 floats =0.18m To find:- A. Determine the value…

Q: 2. A stone A is dropped from rest down a well, and in 1 second another stone B is dropped from rest.…

Q: For the beam shown, the magnitude of the concentrated load is P = 11 kN, the magnitude of the couple…

Q: Problem #1: F = X (Ib) F2 = Y (Ib) Note num 5/ 4 A Use B. 0.5 ft -8 ft- * A (ft)-- 5 ft– 30° F3 =…

Q: Determine the Level of Service for the following details of a six-lane urban freeway (three lanes in…

A: Given, fp = 1 w = 12 ft Vpeak = 1704 veh/hr V15 = 480 veh N = 3 NOTE : The given question is a…

Q: e) Given the following Data: D422 D4318 Sieve Number Sample % Retained LL PL 10 0.1 30 0.7 40 0.9 60…

A: The given data is shown below:

Q: Weight of Sieve with Sieve no. Weight of Empty Weight Retained Aggregates Sieve (grams) (grams)…

A: Given Seive No. Weight of empty seive, Weight of seive with aggregate, To Determine Weight retained…

Q: Compute the total volume in cubic meter using Average-End Area Method. Solution must be in Basket…

A: Compute the total volume in cubic meter using Average-End Area Method. Solution must be in Basket…

Q: GIVEN: diameter of sewer pipe = 1.8m Depth of water = 1.6m Q = 2.5m3/s Compute the velocity. Use 3…

A: Diameter of pipe, D =1.8mThe depth of water, d =1.6mThe discharge in pipe, Q =2.5 m3s

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: GIVEN DATA:-⇒Each grid square is 520 psi in size.→To determine :-⇒σx⇒σy⇒τxy⇒σp1⇒σp2⇒τmax in plane

Q: 15 + C (N/m) 100 + Y N-m Use 6 m в B (m) C 3m A (m) E 19. Determine the resultant force of the…

A: As per bartleby policy i can answer 3 subparts of a question at a time. Please upload again other…

Q: Question 1: A sheet pile wall isolates two flooded areas as shown in Figure 1. The head loss ÿH…

A: As per guidelines we need to answer only first question so please repost rest questions separately

Q: What is the Volume of the Dump Truck Bed? 7'2" = 86" 5': 60" 14 = 229" I FEDT A₁ = 7'2"-5- (7-1)(5)…

A: Given data,dump truck dimensions are givenFINDvolume of the dump truck truck bed

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Prob. 5. Given the following section, determine the volume whether there is waste or
borrow and by how much considering a shrinkage factor 1.15. Use End area method. Base
for fill = 8.00 m. Base for cut = 9.00 m.
Sta 1+020
5.48 0.00
0.98 3.05
Sta 1+080
6.76 0.00 4.63
-1.84 -1.22 -0.42
5.00
0.50

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

Given data and Calculations

VIEW

Calculations

VIEW

Calculations and Result

VIEW

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

Use any method ans is 697.5 lb
A circular plate of radius r= 0.863 m is adjacent to a rectangular plate with base b = 0.944 m and height h = 0.718 m which lies next to a triangular, isosceles plate with base b = 1.509 m and height h = 0.7980 m. t t r r The plates lie on a common baseline and the origin is in the lower left corner, see figure. AY r br h₂ b₁ ht X Determine the centroid of the rectangular plate in the x-direction if its surface density varies in the x-direction according to o r 2 = = 4,55.x kg/m .
Using the design chart below. Estimate the SN if W18=10x10^6, R=90%, So=0.35, Mr- 10000Psi, APSI=3. Use the chart below. TL Overall standard deviation, S. Design serviceability loss, APSI 50 10 5.0 99.9 0.2 99 1.0 0.4 0.5 0.6 E 90 0.5 0.1 1.5 0.05 2.0 2.5 80 3.0 9 87 6 5 4 2 1 Example: 6.5 5.5 4.5 3.5 2.5 1.5 W18 = 5 x 106 R = 95% Design structural number, SN S, = 0.35 MR = 5000 Ib/in? APSI = 1.9 Solution: SN = 5.0 -1.0
Determine the total toque for 4 cm square shaft using finite element formulation
7.2 For each assigned problem, calculate the development length required for the following bars in compres- sion. No. с d Bar No. 10 11 f' (ksi) 4 5 fy (ksi) 40 60 Notes (A, required)/(A, provided) = 0.8
Rigid bar ABCD is loaded and supported as shown. Steel [E = 28800 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross-sectional area of 0.62 in.2 and bar (2) has a cross-sectional area of 0.3 in.2. After load P is applied, the strain in bar (1) is found to be 610 μe. Assume L₁=59 in., L2=98 in., a=39 in., b=26 in., and c=24 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection VD of point D on the rigid bar. (c) the load P. W (2) (1) L₁ a B L2 b C D P
Determine the following; J = ? x 106 mm4 P = ? N τmax = ? MPa τmin = ? MPa Please provide clear solution, 100% guarantee to vote it up. Thank you.
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
Notice: This is only for REVIEW PURPOSES, this is NOT GRADED. A 100 block is in equilibrium. What is the magnitude of the frictional force between this block and the surface? Given: Us = 0.3 2 lb Options: A. 0 lb B. 1 lb C. 2 lb D. 3 lb E. Othe answer
SHOW COMPLETE SOLUTION PLSVALUES:X = 425B = 5C = 1
ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LNG EXPLANATION. ANSWER IN 2 DECIMAL PLACES.) 9.29 As a round log passes through a sawmill, two slabs are cut off, resulting in the cross section shown. Calculate Ix of the cross section if h = R/2. What is the percentage reduction in Ix caused by the sawing operation?