Given the following cross-sections notes. It is required to determine the earthwork volume on a portion of road construction grading work. The base of roadin 7 m and the sideslopes are 2:1 Determine the volume using the prismoidal formula.station 7+460+0.32+0.60+1.92+1.52+1.324.143.53.56.14station 7+500+2.7_+3.2+1.6+2.0+2.48.93.53.58.3

Answered: Image /qna-images/answer/6a97c267-2a67-4ec9-bc38-0baa54708b7b.jpg

Answered: Determine the volume using the…

Engineering

Civil Engineering

Determine the volume using the prismoidal formula.

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. A rigid-jointed, simple portal frame with pinned bases is subjected to a horizontal load of 15.0…

A: Since the Fixed End Moments are zero the non sway moments are also zero.Considering Horizontal…

Q: AW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in…

Q: L K H 3 m C ID E TF |-2 m -- 2 m--2 m-- 2 m--2 m --2 m- 20 kN 30 kN 40 kN

A: The stability of the truss is checked by the following formula; If m+r < 2j, The truss is…

Q: For kinetic energy correction factor (a ) - select the most appropriate answer. O Arise due to the…

A: (b) All the options are correct. Due to effects of viscosity near the boundary of pipes the…

Q: Use lincar splines interpolation with the data given below, to calculate the fuel economy at aspeed…

Q: Please make your own question about horizontal distance (surverying) and solve it on your own. Make…

Q: q17 A square of side a is placed such that its diagonal is horizontal. The shape factor of the…

Q: The pump has to draw 0.7 m³/s flow to the pipe at an elevation of 10 m where a pressure p = -88.29…

Q: A railway fill is 12 m wide. The ground is level in a direction transverse to the centerline. The…

Q: Determine the value of Elv (in Ib ft3 )at midspan for the beam loaded by two concentrated forces if…

Q: For the given problem, if the spacing of the nails increased the: the moment of inertia could be…

A: Given -

Q: Compute for the (a) maximum permissible ultimate moment that can be carried by the section if it is…

A: Answer f'c = 32 mpa fy = 420 mpa b =300 mm d =450 mm Maximum permissible ultimate moment(Mu) that…

Q: A spring with an unstretched length of 5 in expands from a length of 2 in to a length of 4 in. The…

Q: as shown. Determine the stress at point A when (a) b = 0, (b) b315 mm, (c) b = 25 mm.

Q: Determine the x-, y-, and z-coordinates of the mass center of the body constructed of uniform…

A: Calculate x and y-coordinates of the mass centre of given body.

Q: G a E -400 N 3 m B |C a - 4 m- - 4 m· - 4 m – 1200 N

Q: Flow in a ure The beam is constructed from three boards nailed together. If V = 5 kip, determine the…

Q: 1. The tangent and curve length, D=4° 2. Requirement a super elevation if the design speed 100…

Q: 63) For the Beam {n Figure 3 (a) Compwte the magn'ude of the slope at jolnt B (b) Determine the…

Q: 04 Two 10-kN forces are apE as shown. Determine th (b) b = 15 mm, (c) b = 2 10 mm 10 mm 30 mm 30 mm…

Q: If the inlet diameter of the holding tank is 35cm and the outlet diameter is 30cm and the diameter…

Q: 200 mm A beam is constructed from two i-sections as shown in Fig. Determine the maximum shear stress…

Q: At a summit in a 12 inches pipe line in which 6.0 cfs of water is flowing the elevation above datum…

Q: Load factor17 usomm 4So mM

Q: S12d17mE N55d27mW unknown 661.260 1210.500 unknown

Q: A beam is constructed from two i-sections as shown in Fig. Determine the 200 mm maximum shear stress…

Q: A 8 m x 5 m rectangular slab is fixed at all edges and the support moment capacities are the same as…

Q: 8. A 9.00 m span simply supported beam carries a uniformly distributed load of 100 kN/m and point…

A: Given:- The length of the beam = 9 m The magnitude of the uniformly distributed load = 100 kN/m The…

Q: Determine the y-coordinate of the centroid of the shaded area. y h 0.35h / 70°y 70° Answer: ỹ =

Q: Determine the moment MOA produced by the force F which tends to rotate the rod about the OA axis.…

A: Determine the moment MOA produced by the force F which tends to rotate the rod about the OA axis.

Q: SHEAR STRESS 2 If the T-beam is subjected to a vertical shear of V = 60 kN, determine the maximum…

Q: what conclusion we can make regarding the strength of the concrete

A: Concete is the primarily used construction material. It consists of mainly cement, sand, and…

Q: - The beam shown in Figure P5.8-3 is a W16 x 31 of A992 steel and has continuous lateral support. he…

A: Given -

Q: Explain the significance of the minimum residual stability requirements in the damaged condition…

A: Intact Stability 1. Original GM or metacentric height should not be less than 0.15 m.2. The right…

Q: PROBLEM NO. 1. Given beam and load as shown, Oallow=18 MPa and Tallow =2.57 MPa. Determine the…

Q: SITUATION: The tank shown in figure is accelerated to the right. Determine the pressure at point Bin…

Q: er DB. Draw the moment diagram and calculate the support reactions as well. What is the v tion in…

A: Given:- moment =75kNm To find:- support reactions

Q: A truss is loaded with nodal force at Cas shown Tos-003. If the truss members have identical…

Q: One of them IS NOT considered as a necessary for competent staff. a) to be trained b) to be…

A: Explanation : A competent staff is very important for a project to be completed effectively and…

Q: SITUATION. A trapezoidal masonry dam with vertical upstream face is 6 m. high, 0.6m. at the top and…

Q: 15’K 5Κ/FT 3 B 4 D 3'- 13' Find the cross-sectional dimensions of a wooden glu-lam beam for the…

A: Use ASD method fy = 4.84 ksi ζy = 0.667 ksi fall = 4.84/1.67 = 2.9 ksi ζall = 0.667/1.67 = 0.4 ksi

Q: Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be…

Q: Research and site 4 examples of modern tools used to make pre-planning easier (e.g AutoCAD) and…

Q: Please make your own question about horizontal and vertical angles (surverying) and solve it on your…

Q: Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation…

Q: The following spot speed data (in kph) were obtained from a city road. Perform the following: (base…

A: Mean, X¯ = sum of X / n Standard deviation is equal to n = number of data.

Q: Q5: Figure below shows a soil profile. The uniformly distributed load on the ground surface is Ao.…

Q: What properties and characteristics are used to identify a gneiss metamorphic rock? Be specific.

A: Gneiss is a form of metamorphic rock that is widespread and extensively spread. Gneiss almost always…

Q: how the "Water Refilling Station " contribute to improve the standards of living of employees and…

A: water refilling station : For the public's drinking water needs, private entrepreneurs' water…

Q: A cast iron beam is of T-section as shown in Fig. 7.21. The beam is simply supported on a span of 8…

A: Given: Span = 8m and UDL = 1.5KN/m

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

Given the following cross-sections notes. It is required to determine the earthwork volume on a portion of road construction grading work. The base of road
in 7 m and the sideslopes are 2:1 Determine the volume using the prismoidal formula.
station 7+460
+0.32
+0.60
+1.92
+1.52
+1.32
4.14
3.5
3.5
6.14
station 7+500
+2.7_
+3.2
+1.6
+2.0
+2.4
8.9
3.5
3.5
8.3

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

The area in square meters bounded by the contour line of a mountain are as follows: A1 = 5250 A2 = 6900 A3 = 7750 A4 = 8350 A5 = 10250 If the contour interval is 10 m., compute the volume of cut and fill to grade the area at theelevation of A3.
The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 14+500 7.21 0 6.69 6.94 6.18 5.18 Determine the cross sectional area at STA 14+500.
Answer the subquestions: A. A slope measurement of 545.38 m is made between points A and B. The elevation of A is 424.25 m and that of B is 459.06 m. Determine the horizontal distance between two points. B. A traverse line was measured in three sections: 295.85 m at slope 8°45’, 149.58 m at 4°29’, and 373.48 m at slope 4°23’. Determine the horizontal length of the line. Note: Draw the figure and show the complete solution. Provide a recheck of the answers.
A traverse line was measured in three sections: 295.85 m at slope 8°45’, 149.58 m at 4°29’, and 373.48 m at slope 4°23’. Determine the horizontal length of the line. Draw the figure and show the complete solution. Provide a recheck of the answers.
Q/The following Figure shows an irregular area drawn on a plan on a plan to a scale of 1:500. Calculate the area of the top of the embankment by the following methods: (a) Counting squares (b) Simpson's and trapezoidal rules
Line AB = 250m long and was paced five times by the surveyor and recorded as follows: Another line CD was paced four times again with the following results: Please determine the actual length of line CD. (show full solution)
Calculate the total earth work volume for the following roadway in cubic yards: 1) Using Average-End-Area Method; 2) Using the Prismoidal Formula Method Area Method. Sta End Area 32+00 199.8 ft2 32+50 208.3 ft2 33+00 192.1 ft2
A 120mx120m lot is divided into 9 equal sections. Find the volume (m3) to be excavated if the ground surface is to be leveled to elevation 10m. The elevations of the ground surface at each corner are as follows: A = 17.8m B = 18.8m C = 19.8m D = 15.4m E = 19.8m F = 15.9m G = 20.2m H = 15.6m I = 17.4m J = 19.2m K = 18.6m L = 18.8m M = 15.7m N = 17.1m O = 19.3m P = 17.4m Round your answer to 3 decimal places.
A 120mx120m lot is divided into 9 equal sections. Find the volume (m3) to be excavated if the ground surface is to be leveled to elevation 10m. The elevations of the ground surface at each corner are as follows: A = 17.1m B = 19.2m C = 18.8m D = 19.2m E = 18.3m F = 19.6m G = 18.9m H = 17.6m I = 18.1m J = 15.2m K = 16.7m L = 16.2m M = 18.7m N = 16.4m O = 19.2m P = 17.5m
1. Find the volume of earth work in embankment of length 75.00 m. The top width is 8.00 m side slopes are 2:1. The of embankment is 1.2 m and 0.5 m at each end respectively. Estimate the qunaity of earth work by: (i) Mid sectional area method (ii) Trapezoidal method.(for two sections)/ Mean sectional area
A Geodetic Engineer surveyed a lot and observed the following coordinates of points. POINT A. N = 1000 E = 1000 POINT B. N = 1800 E = 1700 POINT C. N = 800 E = 2300 Find the area of the lot in square meters using Heron’s Formula, DMD, DPD and by Coordinates
The interior angles of a quadrilateral were observed to be: A = 100°35’40’’, B = 118°44’15’’, C = 80°54’35’’, and D = 59°45’50’’. Determine the most probable value of each of these angles.