Determine the excavation and backfill for footings and slab on ground 6-16MM DIA. VERTICAL BARS W/10MM DIA. TIES SP. @ 2-50MM,4-100MM, 6-200MM, REST @ 25OMM O.C,091OCO ord061 6-16MM DIA. VERTICAL BARS WI8-16MM DIA. BEDBARSBOTH WAYS10MM DIA. TIES SP. @ 2-50MM,4-100MM, 6-200MM, REST @ 250MM O.C,PLAN0.30150FI-C1 DETAIL01SCALE1:20M120

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Engineering

Civil Engineering

Determine the excavation and backfill for footings and slab on ground

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

Determine the excavation and backfill for footings and slab on ground

6-16MM DIA. VERTICAL BARS W/
10MM DIA. TIES SP. @ 2-50MM,
4-100MM, 6-200MM, REST @ 25OMM O.C,
091
OCO ord
061

6-16MM DIA. VERTICAL BARS WI
8-16MM DIA. BEDBARS
BOTH WAYS
10MM DIA. TIES SP. @ 2-50MM,
4-100MM, 6-200MM, REST @ 250MM O.C,
PLAN
0.30
150
FI-C1 DETAIL
01
SCALE
1:20M
120

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