-A factory is to he built on a ground having following elevation and the area bounded by each contour Contour elevation (m) 20 22.5 25 27.5 30 32.5 35 Area (m) 56 84 106 121 140 185 241 If the area of factory foundation (20 m 30 m) and the final elevation of the factory foundation equal to (30m), what will be the total volumes of cut and fill by using Prismoidal formulas?

-A factory is to he built on a ground having following elevation and the area bounded by each contour Contour elevation (m) 20 22.5 25 27.5 30 32.5 35 Area (m) 56 84 106 121 140 185 241 If the area of factory foundation (20 m 30 m) and the final elevation of the factory foundation equal to (30m), what will be the total volumes of cut and fill by using Prismoidal formulas?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

1. What is the cross section area of the mid section in m2? 2. What is the volume using prismoidal method (long method) in m3?
The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 23+500 6.86 0 7.48 7.56 4.18 6.92 Determine the cross sectional area at STA 23+500. Round your answer to 3 decimal places.
Define rock and soil. Also tell about how the soil is consists of ?
The following data are cross-section notes of the ground which will be excavated for a roadway having a base width of ten meters: Station 122 10+ Station 179 10+ 3.0 2.1 2 2.6 2.75 3.4 6.1 0 5.3 6.5 7.1 Determine the volume of excavation by end-area method (in m³)
Determine the volume in cubic meters of the excavation for the borrow pit shown. Compute the total volume in cubic meters using Unit-Area or Borrow-Pit Method. Round off final answer to three decimal places. The numbers at the corners represent the cuts in me
Find the volume in cubic yards of the excavation for the borrow pits shown. The numbers at the corners represent the cuts infeet.
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
From the given cross-section of an earthworks between A |(20+200) and B (20+220) assuming both have same slope and width of base. Sta A: 6.60 4.8 T+2.40 +2.0 +1.2 Sta B: 6.30 7.2 +2.2 +2.8 Á. Compute the width of the base. B. Compute the value of x at sta. B if it has an area of 16.82m². C. Compute the volume between A and B with prismoidal correction.
The areas bounded by the water line of a reservoir is determined by using a planimeter.The contour interval is 2m.A1 = 20,400sq.m.;A2 = 18,600sq.m ; A3 = 14,300 sq.m ;A4 = 10,200 sq.m. ; A5 = 8,000 sq.m ;and A6 = 4000 sq.m..Determine thecapacity of the resevoir.
Subject on theory1
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.