From the given information below of a const. of commercial bank building a. Find the Total Float(TF), Free Float(FF), Independent Float(IDF), and Interfering Float(ITF)b. Create the critical path and critical activities THE NETWORK DIAGRAMActivity Duration (days) Activity Description7-1012CHB laying and backfilling8-10Beams and slab forms, reinforcement andvarious piping installation78-9Dummy8-118Roof framing and roofing sheet9-114Pouring of beams and slab10-11Construction of stairways210-13Plastering and tile works1211-12Installation of doors and windows9-143Plumbing and drainage system12-142Installation of plumbing fixtures12-133Install electrical wiring and fixtures13-15Painting and varnishing14-15Final work and cleaning2CIV 41 71 CDMm 00 THE NETWORK DIAGRAMActivity Duration (days) Activity Description1-2Relocation of Boundaries-Cleaning12-32Construction of Field Office2-45Delivery of Materials2-52Staking and batter boards3-56.Digging/excavation4-5Cutting and assembling of steel reinforcement104-7Dummy3-612Making of forms and door jambsPositioning Steel ReinforcementForms and Scaffoldings5-69.5-75-88Electrical, plumbing and water pipe connections6-8Dummy6-9Pouring of footings and columns27-81Removal of formsCIV 417/CPM

Answered: Image /qna-images/answer/97a2711f-15ed-4710-adfa-0f161d139b74.jpg

From the given information below of a const. of commercial bank building a. Find the Total Float(TF), Free Float(FF), Independent Float(IDF), and Interfering Float(ITF) b. Create the critical path and critical activities

From the given information below of a const. of commercial bank building a. Find the Total Float(TF), Free Float(FF), Independent Float(IDF), and Interfering Float(ITF) b. Create the critical path and critical activities

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

Quantity takeoff

Quantity takeoffs (QTO) are precise estimates of the materials and labor costs required to finish a construction project. During the pre-construction phase, an estimator prepares them, breaking down the project into smaller, more manageable parts that are easier to evaluate. These measurements are used to prepare a construction scope bid. Estimators examine the drawings, specifications, and models to figure out different quantities and their costs. Since, the components, their quantity, and price are all included in the model, quantity take-off can be done automatically using Building Information Modelling (BIM). The time taken for completing a construction project can be reduced by the use of quantity takeoff. These takeoffs are also called material takeoffs and construction takeoffs.

Question

From the given information below of a const. of commercial bank building a. Find the Total Float(TF), Free Float(FF), Independent Float(IDF), and Interfering Float(ITF)
b. Create the critical path and critical activities

THE NETWORK DIAGRAM
Activity Duration (days) Activity Description
7-10
12
CHB laying and backfilling
8-10
Beams and slab forms, reinforcement and
various piping installation
7
8-9
Dummy
8-11
8
Roof framing and roofing sheet
9-11
4
Pouring of beams and slab
10-11
Construction of stairways
2
10-13
Plastering and tile works
12
11-12
Installation of doors and windows
9-14
3
Plumbing and drainage system
12-14
2
Installation of plumbing fixtures
12-13
3
Install electrical wiring and fixtures
13-15
Painting and varnishing
14-15
Final work and cleaning
2
CIV 41 71 CDM
m 00

THE NETWORK DIAGRAM
Activity Duration (days) Activity Description
1-2
Relocation of Boundaries-Cleaning
1
2-3
2
Construction of Field Office
2-4
5
Delivery of Materials
2-5
2
Staking and batter boards
3-5
6.
Digging/excavation
4-5
Cutting and assembling of steel reinforcement
10
4-7
Dummy
3-6
12
Making of forms and door jambs
Positioning Steel Reinforcement
Forms and Scaffoldings
5-6
9.
5-7
5-8
8
Electrical, plumbing and water pipe connections
6-8
Dummy
6-9
Pouring of footings and columns
2
7-8
1
Removal of forms
CIV 417/CPM

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