Given the following data, compute for thetotal excavation required for columnfooting/s. Write numerical values only. Use2 decimal places.NjE COUNT j(m) W (m) D (m) T (m)F1101.20 1.20 1.25 0.35F2101.40 1.40 1.25 0.35F3101.60 1.60 1.25 0.35F4101.30 1.30 1.25 0.35

Number column footing and Size of column footing is given, we need to find out the total excavation…

Given the following data, compute for the total excavation required for column footing/s. Write numerical values only. Use 2 decimal places. NAME COUNT L(m) W (m) D (m) T (m) F1 10 1.20 1.20 1.25 0.35 F2 10 1.40 1.40 1.25 0.35 F3 10 1.60 1.60 1.25 0.35 F4 10 1.30 1.30 1.25 0.35

Given the following data, compute for the total excavation required for column footing/s. Write numerical values only. Use 2 decimal places. NAME COUNT L(m) W (m) D (m) T (m) F1 10 1.20 1.20 1.25 0.35 F2 10 1.40 1.40 1.25 0.35 F3 10 1.60 1.60 1.25 0.35 F4 10 1.30 1.30 1.25 0.35

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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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

Given the following data, compute for the
total excavation required for column
footing/s. Write numerical values only. Use
2 decimal places.
NjE COUNT j(m) W (m) D (m) T (m)
F1
10
1.20 1.20 1.25 0.35
F2
10
1.40 1.40 1.25 0.35
F3
10
1.60 1.60 1.25 0.35
F4
10
1.30 1.30 1.25 0.35

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