From the given cross section of the proposed barangay road. Station 12+046.58 +2.30 6.45 + 1.50 +2.00 6.00 Station 12+066.58 +1.00 4.5 +1.20 +2.60 6.90 (a) Compute the volume between the two stations using Prismoidal formula in cu. m. (b) Compute the volume between the two stations using end area method in cu. m. (c) Compute the volume between the two stations it the road is on a curve which turns to the left with the given cross sections if it has a radius of 200 m in cu. m.

From the given cross section of the proposed barangay road. Station 12+046.58 +2.30 6.45 + 1.50 +2.00 6.00 Station 12+066.58 +1.00 4.5 +1.20 +2.60 6.90 (a) Compute the volume between the two stations using Prismoidal formula in cu. m. (b) Compute the volume between the two stations using end area method in cu. m. (c) Compute the volume between the two stations it the road is on a curve which turns to the left with the given cross sections if it has a radius of 200 m in 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

Related questions

Q: Define CMM.

Q: Situation 9: From the figure shown, two spheres having equal weights of 360 N each is placed on top…

A: Given,

Q: 20 R3 Which tools that can be used to :3 draw the following shape in .AutoCAD 37 23 43 R3 dimension,…

A: To draw the given shape we will require:- Dimension, line or polyline, arc, circle, trim

Q: line BC and DE. Solve for the area using DMD Method in hectares. Tabulate the values accordingly.

A: Given data: Lines Azimuth from South Distance(m) AB 228o 20' 529.0 BC…

Q: 3. Refer to the figure below, a kN/m W/5, m Beam Properties: | = 198 x 106 mm4 E = 200 GPa Rod…

A: Given data Rod properties Diameter of rod =12 mm Young's Modulus of rod material E =200 Gpa Beam…

Q: slope. It has a side slope of 2:1 and the base width of the roadway is 12 m. (a) Compute the volume…

A: Side slope = 2:1 Base width = 12 m For station 10+110, Cross section…

Q: Situation 7: Considering the same figure as above, the towline exerts a force P =4 kN at the end of…

Q: Please show your complete solution for upvote. Please typewritten. Thank you!

Q: A steel tape has nominal length 30.000 m. was used to measure a base line A to B. The standard…

A: as this question is related to surveying. as per the question , we have to determine the number of…

Q: Situation 1: The 300-lb force is to be resolved into components along lines a-a' and b-b'. a 300 lb…

A: Given data in question Load Angle To find out Components

Q: The sight distance of a sag parabolic curve is 116.85 m. long with grade tangents of -1.98% and…

A: Parabolic curve

Q: Situation 6: The towline exerts a force P = 4 kN at the end of the 20-m-long crane boom. If 0 = 30⁰,…

Q: 3. A rectangular plane ABCD with side AB=50 mm and BC= 30 mm has its surface parallel to VP such…

A: Front view is shown above line and Top view is shown below a line Top view will be a line if plane…

Q: The truss shown has cross-sectional area of 10 in' for all members. The Young's modulus of the…

A: Horizontal deflection of join B using Virtual Work Method###

Q: 1) Determine the Centroid of the Shaded Area, Tabulate your answers and solution. Y 400 mm 300 mm r…

Q: Please

A: As there are multiple questions posted, according to the guidelines, only the first three are being…

Q: Draw Force Flow Diagram for the following pen: Tip Barrel

A: Flow diagrams are diagrams illustrating a flow of information within a system. As a synonym for…

Q: Answer c and d only. I will only upvote if it is typewritten

Q: Define Relative precision.

A: Relative precision:

Q: 0 mm Infront of VP and 30 m rojection of the line.

Q: Situation 2: Knowing that the tension in cable BC is 725N, determine the resultant of the three…

A: Given:- Tension in cable BC= 725N AC=800 mm , BC=1160 mm ,AB=840 mm Resultant of the three forces…

Q: The following data are the cross section notes at station 12+046.58 and 12+066.58. The natural…

A: (A) A= 20.25 m2 (B) A= 12.8 m2 (C) VC-VF= 70.3 m3

Q: Three guy wires with forces indicated in the figure are attached to an anchor bolt. Determine the…

A: Given figure shows three guy wires attached to an anchor bolt. It is required to calculate the…

Q: 5. Given the beam AB as shown, find the force F2 and its moment arm, d. FA= 50 N F₂ 1.m.. - F₁= 15 N…

A: Given Data Force at point AFA=50 NF1=15 NF3=30 NThe span lengthL=1.8 mWe are supposed to calculate…

Q: ituation 3: If 0 = 30° and T = 6 kN, determine the magnitude of the resultant force acting on the…

A: Here we have to calculate resultant force on eyebolt and it's direction clockwise from x axis.

Q: 60 N 45° Ţ 2 m 2 m 40 NY 1 m 2 m 50 N 5 m 0 y 140 N.m 80 N 30° 1. the magnitude of the resultant…

A: solution is attached below

Q: Situation 5: A barge is pulled by two tugboats. If the esultant of the forces exerted by the…

A: Given that the resultant force is 5000lb along the axis of barge. Let T1 and T2 are tension in ropes…

Q: The thin plate shown in the figure below is loaded with a 7000 lb concentrated force acting at node…

Q: select all correct options.

A: Data provided : The speed limit on Major street ( Elm Street ) = 35 Mi/hour The speed limit on Minor…

Q: 5. Locate the centroid y of the channel's cross-sectional area, then determine the moment of inertia…

Q: Draw the following views of the machine component shown a. Front view in direction X b. Right side…

A: The figures are not up to scale. Following is the Front view in direction X:

Q: 2. An unsymmetrical parabolic curve has a forward tangent of -8% and back tangent of +5%. The length…

Concept explainers

Drainage of Pavements

Pavement Drainage holds ample significance, as it prevents the accumulation of water or any liquid on the surface of pavements and ensures proper drainage system. With proper design and gradual slopes provided, the water gets easily removed from the surface into the drains, which are essential during heavy rains and unusual weather conditions keeping it less prone to accidents and increasing the durability of the pavement structure.

Question

do not shortcut, 5 decimal places please.

From the given cross section of the proposed barangay road.
Station 12+046.58
+2.30
6.45
+ 1.50
+2.00
6.00
Station 12+066.58
+1.00
4.5
+ 1.20
+2.60
6.90
(a) Compute the volume between the two stations using Prismoidal formula in cu. m. (b) Compute the
volume between the two stations using end area method in cu. m. (c) Compute the volume between the
two stations it the road is on a curve which turns to the left with the given cross sections if it has a
radius of 200 m in cu. m.

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 5

Step 6

Step by step

Solved in 6 steps with 7 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

h₂ 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. 101 102.5 W₂ 104.2 12 108.10 98.45 412 100.5 hy -10 m 102.5 he 105.7 h2 97.35 99.80 101, 104 hi 10 m h2 104 106.5 hi Thi
Determine the cross-sectional area of the two stations and calculate the volume of cut or fill using end area method.
BALANCE THE TRAVERSE BY TRANSIT RULE AND COMPUTE THE AREA BY DMD METHOD Corr'n Corr'n Distance Line Bearing Latitude Departure Corrected Latitude DMD Corrected Departure Lat Dep Double deg min 1 2 s 23 37E 113.35 2 3 s 25 56 w 93.32 3 4 s 87 25 w 172.92 4 5 N 55 46 w 165.88 5 6 N 51 59E 184.89 6 1 s 85 51E 160 S() E (+) S(-) N(*) W(-) N (*) E (+) W() Area
Calculate the total volume (m3) from Station A to B if the following cross sections were provided: Station A (10+142.07) Distance (m) 10 20 45 50 55 60 80 100 Offset 71 11.2 15.37 8.2 15.15 12.09 15.3 15 9.94 (m) Station B (10+198.6) Distance 15 30 45 65 85 90 95 100 Ofser 8.2 14.03 21.91 16.9 20 19.94 11/15 10.89 6.1 0 Use Tapezoidal Rule in solving the area of the cross section.
A. Given the level section data below. D 23.7 23.1 7.8 5.3 C 12 Station CL 1+200 C 7.8 C 5.3 C 7.4 23.7 0 23.1 1+250 C 6.5 C 6.0 C 7.5 21.75 0 23.25 1+300 C 8.5 C 6.6 C 7.0 24.75 0 22.5 Roadbed =24m Side slope 1.5 : 1 R= 700m, center of curvature is on the right. Compute for the: 1) Volume by end area method = 2) Volume by prismoidal method= 3) Prismoidal correction = 4) corrected volume by applying this prismoidal correction = 5) curvature correction = 6) corrected volume for the following cross-section= 12 7.4
Given the figure below, solve for the area of the lot. Note: Check if the traverse is truly closed. Pt. Minion Pt. 4 1987 93 N 65 40 27 W PL3 PT. 2 3260.17 S 46 11 57 E Pt. Ashton 2700 24 N 49 6 25 E PL. 1 N 18 21 32 26 19.73 1998.08 N 29 20 57 W S 37 44 33
Q4/ The elevation of center line for a cross section of street project. If the design level for the proposed street is (25m). Examine if the section is Fill or Cut? (4₂² 4.0 6.0 परा 6.0 2-0 8.0 2.0 0.0 Pcm) 810 E. 25.60 26.20 25,8 26.60 25.50 27.60 26.90 26.0 255
GEOTECHNICAL ENGINEERINGUsing the Segment Method, calculate in FS min. For a floor
From the given cross-section of the proposed barangay road. determine: a) The volume between the two stations using Prismoidal Formula b) The volume between the two stations using end area applying Prismoidal correction
Situation 3: Problem-solving From the following closed travers. Lines Bearings Distances А-В 120.20 N 78° E S 32° E В-С 90.20 88.40 С-D D-A ? 200.96 Compute the bearing of line A-B Your answer Compute the bearing of line D-A Your answer Compute the area of the lot in hectares Your answer
Compute the bearing of each lines
With solutions please help