+dor h work space O 375.50 cyds 384.84 cyds How many cubic yards (cyds) of soil need to be removed from a trench given: - footing width= 5'-0" 9,800 cyds footing Work spaces 1'-0" each the depth of the trench is 7'-0" the trench is 100'-0" long Remember to divide by 27 to convert cubic feet into cubic yards (cyds) O 362.96 cyds work space S dorh depth "d" or height "h"

+dor h work space O 375.50 cyds 384.84 cyds How many cubic yards (cyds) of soil need to be removed from a trench given: - footing width= 5'-0" 9,800 cyds footing Work spaces 1'-0" each the depth of the trench is 7'-0" the trench is 100'-0" long Remember to divide by 27 to convert cubic feet into cubic yards (cyds) O 362.96 cyds work space S dorh depth "d" or height "h"

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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- 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?
Describe how the process of segmentation works on the most fundamental level. What makes it distinct from the conventional method of paging? What exactly is meant by the term "compaction"?
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Given the following set of slope staking notes, find X2: Basis for Cut Basis for Fill Cutslope 28.8 23.2 32.0 Sta. None of these. 28.0 5100 5000 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20
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 = 16.2m B = 16.3m C = 18.4m D = 18.5m E = 15.9m F = 15.8m G = 17.3m H = 18.5m I = 19.2m J = 16.4m K = 15.1m L = 16.5m M = 16.6m N = 18.5m O = 16.3m P = 18.4m
D. How many days required to excavate 456480 Bc-yd by utilizing three shovels (size 5 c-yd – output 317 c-yd/hr) for 10 hours each day.
The free-haul distance in a highway construction contract is 150m and theoverhaul price is $15/m3 .station. determine the extra compensation that must be paid to the contractor to balance the cut and fill between balance points (A) and (B) and (B) and (C).