Please base your answer on the given choices and alos take note that this is not a graded question only a sample question thank you for the help The cross-section notes of an earthwork of a 10-m wide roadway having an area of 33.10 sq.m are shown below.9.80+2.402.80mFind the value of y.O2.08mO2.46m0y0 2.64m7.40+1.20

Given data:- Width of roadway = 10 m Area of earthwork = 33.10 m2 Given equation,…

Answered: The cross-section notes of an earthwork…

The cross-section notes of an earthwork of a 10-m wide roadway having an area of 33.10 sq.m are shown below. 9.80 +2.40 O2.80m Find the value of y. O2.08m 02.46m 0 y 2.64m 7.40 +1.20

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: A secondary clarifier is being designed and the required area based on HLR is 14,000 square feet.…

A: Given data:- Required area based on the HLR is 14000 sqare feet Required area based on the SLR is…

Q: The readings given below were made with a tacheometric theodolite having a multiplying constant of…

A: Given data:- Multiplying constant, K=100 Additive constant, C=0 Reduced level at station A = 100.0 m…

Q: 情 1, 4m B 20 kN/m 1, 3m C

Q: (c) (i) Flow over an ogee spillway creates oscillating hydraulic jump at its toe. Height of water…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

Q: A mass of liquid being translated vertically downward with a uniform acceleration equal to the…

A: Given information in question Liquid having mass is accelerating vertically downwards To find out…

Q: Problem 6 (a) 2.0 Hp is... ft-lb/s. (use 1Lb=4.45N, 1ft-0.305m. 1Hp=746W) (b) Amplifier has a gain…

Q: Given a 12-inch of a single riveted lap joint that is made up of plates of ¼ in thickness and 8…

A: Solution: Given: plates thickness = ¼ in Rivets diameter = 11/16 in N = 8 Rivet holes = 11/16+0.0752…

Q: A simply-supported beam with length, L = 10 m, is carrying a downward uniform load, w = 31 kN/m…

Q: The following are the results of direct shear tests performed on two identical samples of the soil.…

A: Using Mohr coulomb equation

Q: A propped beam shown below is loaded with UDL along its entire span. the foll

Q: Peak-hour traffic demand between an origin and destination pair is initially 3500 veh/h. The two…

A: Given data:- Total Peak hour traffic demand between an origin & destination pair, x=3500 veh/h.…

Q: Determine the shear strain γ at corner Q′ after deformation.

Q: Need a complete answer with illustration Two pipes with C1 = 120, connected in series, discharge…

A: Given data C1 = 120 D1 = 18 inches L1 = L2 = 1000 ft Q = 4.75 cfs Head losses (hf) = 27 ft D2…

Q: Q.2) Answer the following question. 1- The sieve analysis below was done for which type of…

A: The values in the table already calculated is incorrect and the correct values are given in the…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc)…

Q: A simply supported beam is loaded as shown below. Using superposition method, determine its maximum…

Q: Show the complete solution and the necessary graphs/diagrams. Use 2 decimal places in the final…

A: Given: Parametric equations of particle movement: x=3t2-1y=t3-3t2+t-3 Angular velocity at t seconds…

Q: 022 Plate 3-Method of Consistent Deformation Determine the force in member CD of the truss shown in…

Q: Question 3: 150 m long commercial steel pipe is to convey 30 L/s of oil (s=0.9, µ-0.038 N.s/m² from…

A: Given values: Length of pipe, L = 150 m Discharge, Q= 30 L/s = 0.03 m3/s s=0.9 μ=0.038 N.s/m2 Head…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc)…

Q: A uniform ladder of weight 850 N and length 6 m rests on a horizontal ground and leans against a…

A: Given data, Weight of the ladder = 850N Length = L = 6m Weight of the man= 750N. Find ; coefficient…

Q: The 31-kg block rests on the horizontal surface, and a force P-255 N, whose direction can be varied,…

Q: Find the moment caused by the force F = 789 about point C if a = 26, b = 37, m=16, and n = 8.

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: A mass of liquid being translated vertically downward with a uniform acceleration equal to the…

A: Given data in question Mass of liquid Accelerated downwards To find out What happens to pressure

Q: 2) The composite shaft shown consists of a hollow brass segment (1) and a solid aluminum segment (2)…

A: Given, Brass segment (1) Outer diameter = 1.25" t= 0.125in. Length= 6in G= 5600Ksi Aluminium segment…

Q: A footing is embedded to a site of sandy clay at a depth of 1.6m below the natural grade line (NGL).…

Q: A short post carries a downward load P = 133 kN as shown in the figure. Due to its eccentricity from…

Q: A simply-supported beam carries a uniform load, w = 143 kN/m at its middle third. If L = 15 m,…

Q: A reversed curve with diverging tangents is to pass through three lines to form a centerline of a…

Q: ve desic Q4) Concrete is required for walls of a building that will be moderately exposed to…

Q: Beginning Point P103 P104 P101 P102 Traverse Side Measurement and Calculation Table Ending Point…

A: Engineering surveying entails the planning and implementation of surveys for the engineering…

Q: The core densities listed were obtained from a com- pacted asphalt concrete pavement: core A = 142.9…

A: Percentage of compaction of Core A = Density of Core A Lab Density of mix Percentage of compaction…

Q: Calculate the size of the septic tank for night Security Personnel expected per night are three.…

A: Given values: For design of septic tank, No: of persons = 4 persons/ night (expected 3)

Q: A simply-supported beam carries a uniform load, w = 123 kN/m at its middle third. If L = 14 m,…

A: Determine the absolute value of the maximum bending moment???

Q: Determine the force in each member of the loaded truss as a result of the hanging weight W-130 lb.…

Q: Determine moment at support using Three Moment Equation Method: 5 kN/m MA= MB = Mc = MD= 1.5m A4 1m…

A: Three Moment Equation Method : Three moment equation gives the relation between bending moments at…

Q: A circular plate is submerged in a water of weight density (pg) =9810 N/ m³. If the total force on…

A: Given: Specific weight Total force To find: Radius of plate

Q: (A) What are the differences between coagulation and flocculation processes wit ct to their working…

A: INTRODUCTION:- Efficiency of sedimentation tank is very less if consist of fine suspended particle.…

Q: The normal strain in a suspended bar of material of varying cross section due to its own weight is…

Q: Oil flows at the rate of 0.22 m³/s in a 500 mm diameter pipeline 500 m long. Specific gravity of oil…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Solve for the force in all members of the trus Show solutions. 0.8m 2.6m 13N B LL E 6k

A: I have solved your problem

Q: A closed traverse has the following data: LAT AB = +15.43, LAT BC = -7.04, LAT CD = -28.62, LAT DE =…

Q: Given: W-11 kN/m P-37 kN/m Solve for the support reactions of the following using Moment…

A: First of all we have to find out the fixed end moments For span BC MfBC = - (11 x 152)/12 = -206.25…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: a.…

A: Find reaction R Moment at C And deviation (tB/C)

Q: Table Q1 and Figure Q1 respectively sho rainfall (mm) values for a design storm event at Kelantan…

A: Total Number of stations, n= 16 Total rainfall recorded, P=Sum of daily rainfall in all…

Q: For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the…

A: Find 1. Shear force and bending moment diagram 2. Shear and moment equation

Q: Groundwater is pumped for domestic use from an unconfi ned aquifer (water-bearing sand layer). The…

Q: For the beam shown, derive the expressions for Vand M, and draw the shear force and bending moment…

A: Given:- A beam is loaded with varying load The magnitude of the varying load = 200x N/m To…

Concept explainers

Analysis and Procedures for Material Selection

The term material selection means to select the right material for various engineering applications. There are various engineering materials available and each has different individual properties. Thorough knowledge of the material properties and behavior is crucial in the design process. For instance, a structural member, such as a beam, is used to support vertical shear loads by the building itself. To withstand such loads, the material of the beam must possess adequate strength and stiffness to resist any deformation that might lead to the formation of cracks.

Question

Please base your answer on the given choices and alos take note that this is not a graded question only a sample question thank you for the help

The cross-section notes of an earthwork of a 10-m wide roadway having an area of 33.10 sq.m are shown below.
9.80
+2.40
2.80m
Find the value of y.
O2.08m
O2.46m
0
y
0 2.64m
7.40
+1.20

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Analysis and procedures for material selection

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

A rectangular lot is divided into 10m squares and the corners are numbered 1-3 horizontal and a- d vertical. The GROUND ELEVATIONS of the different corners are given below. It is required to grade to a level surface of ELEVATION 15 m. 1a 17.3 2a 17.8 W За - 17.1 1b = 16.4 2b = 17.4 3b-17.9 1c 153 2c 15.9 3c= 16.8 a) In the volume cut computation of regular prisms, what is h1? b) In the volume cut computation of regular prisms, what is Eh2? c) In the volume cut computation of regular prisms, what is Eh3? d) In the volume cut computation of regular prisms, what is Eh4? 1d = 14.5 f) What is the total volume cut by unit volume method? 2d 15.0 - 3d = 17.6 e) What is the volume cut of the truncated prism (with triangular base)? cubic meters in meters in meters in meters in meters in cubic meters in
1. Given the following cross-section notes of an earthwork on a rolling terrain Sta 5+-000 +10 +5 +3 31 13.5 Sta 5+-020 +14 +7 +4.5 41 17.25 The width of the road is 12 m and the slide slope is 2.5:1 a. Compute the volume using end area with prismoidal correction.
From the given cross-section of the proposed 8m wide road: Sta. 1+120 6.45 4.5 +2.3 +1.5 +1.0 Sta. 1+140 6.0 6.9 +2.0 +1.2 +2.6 12. Determine the volume using End-Area Method. 13. Determine the volume using Prismoidal Method.
In a proposed highway undergoing road earthworks, the given roadway cross-section notes are as follows:STA 20 + 100 3.00 1.50 1.00-8.50 0.00 6.50STA 20+ 300 2.20 1.20 2.60-7.70 0.00 8.10Width of the roadway is to be determined using side slope of xH:1V where x is the unknown horizontal sideof the slope. Show and draw plotted points of the cross-section of roadway each station. Calculate thefollowing:1. Total number of man-days to finish the earthwork job2. Total cost of machine rentals to finish the earthwork job.In the inventory of available heavy equipment on site are three (3) hydraulic excavators with bucket payloadcapacity each of 0.76m3 and one (1) hydraulic excavator with bucket payload capacity of 1.15m3. The hourlyproduction of each excavator with 100% efficiency are 149m3 and 196m3 respectively. Daily machine rentalfees for smaller capacity is 1,200 pesos while bigger capacity costs 2,200 pesos. Daily machine operationsis limited to 8 hours.
Which of the following is the quantity of earthwork for one hundred meters of length for portion of road in a uniform ground? The height of bank at two ends being 1.2 m & 1.8 m. Formation width is 10 m & side slopes are 2:1 (H:V).Use mean sectional area method. a. 1342.00 m3 b. 2448.00 m3 c. 1968.00 m3 d. 1488.00 m3 Finish attempt .. d Earthwork surement Assignment-1 CM-IV ► Jump to...
Situation VI: The profile of the ground surface along which the center line of the roadway is sloping uniformly at a certain grade. At station 5+100 the cross-sectional area is 20.98 m² in fill and the finished roadway slopes upward producing a cross-sectional area of 26.8 m2 in cut at station 5+550. The stationing of the balancing point is at 5+300. Free Haul Distance = 50 m. Cost of Haul = PO.20 per meter station Cost of Borrow = P4 per cubic meter 13. Compute the limit of economical haul. 14. Compute the stationing of the limits of freehaul distance. 15. Compute the freehaul volume. (Round off your answers to three decimal places)
Q2: (a) What is the limitation of the prismoidal formula? (b) Draw the two sections, then Compute the volume using the prismoidal formula for the following five-level sections of a roadbed having a base of 8 m and the side slopes of 1:1.5. Station Left Left Center Right Right C 9.8 C 7.8 C 5.3 C 8.4 12+00 C7.4 9.2 20.2 8.2 0 16.4 C 5.8 C 3.8 C 2.5 14+00 C7.0 C 6.6 0 18.8 6.2 11.2 17.5
The profile of the ground surface along which the center line of the roadway is sloping uniformly at a certain grade. At station 5+100 the cross-sectional area is 20.98 m² in fill and the finished roadway slopes upward producing a cross-sectional area of 26.8 m2 in cut at station 5+550. The stationing of the balancing point is at 5+300. Free Haul Distance = 50 m. Cost of Haul = P0.20 per meter station Cost of Borrow = P4 per cubic meter 13. Compute the limit of economical haul. 14. Compute the stationing of the limits of freehaul distance. 15. Compute the freehaul volume. (Round off your answers to three decimal places)
The following is a set of notes of an earthworks of a road construction which is undertaken by the Department of Public Works and Highways. The base of the roadway is 9 m which conforms with the DPWH standards. Side slope is 1.5:1.a. Compute the cross-sectional area at Station 1+020b. Compute the cross-sectional area at Station 1+040c. Compute the volume between two stations using end area method.
The following is a set of notes of an earthworks of a road construction which is undertaken by the DPWH. The base of the roadway is 9m which conforms with the DPWH standards. Side slope is 1.5:1.a. Compute the cross sectional area at station 1+020.b. Compute the cross sectional area at station 1+040.c. Compute the volume between the two stations using end areamethod. *Please refer from the figure attached* Pls answer in COMPLETE SOLUTION 3 DECIMAL PLACES ALL FINAL ANSWERS Show an illustration Thank you!
Calculate: The bearing and final length of point AB The slope of the gradeline joining the two points. Given: Point A : N= 3547m E= 755m Z= 699m Point B : N= 10489m E= 1086m Z= 633m
Q6/ Below the elevation of points on the center of road project. If the D.L is start at elevation (25m) with ascending slope (0.5%). Find the heights of Fill and depths of cut for each points. с E F H I 100 150 200 250 300 350 400 25.7 25,2 24.8 26.6 26.8 27.2 27 60 28.0 Points A Dist. 0.0 C 26 B 50