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International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov – Dec 2016
ISSN: 2395-1303 http://www.ijetjournal.org Page 59
Review of Effort Distribution in IT Companies
Reetuparna Mukherjee1
, Taniya Gupta2
, Mythili Thirugnanam3
School of Computer Science and Engineering
VIT University, Vellore
INTRODUCTION
Effort distribution methods have been studied and evolved
over the past few decades. Different methods employed
include knowledge-based modeling, parametric modeling,
fuzzy logic, neural networks, dynamic modeling or case based
reasoning to increase the accuracy of estimation and to
improve the estimation capability with respect to existing
development paradigms, e.g. COTS or open source-based
development . However, despite the intensive study on
estimation methods, it still is a great challenge for software
projects to be completed successfully as per recent studies.
The major limitations that impede software project from
meeting the success criteria, viz. within budget, on time, and
with specified functionalities. Limited progress to fully
understand the characteristics of emergent development
paradigms and its implications to cost estimation complicates
process-oriented decisions in design imperatives and cost
reconciliation. According to the waterfall development model,
there is restricted research effort towards understanding and
analyzing the root causes that lead to the variations in effort
distribution patterns. Effort distribution, be it by phase or
activity, is an important aspect of SDLC. Yet it is often
overlooked in the process of cost estimation. Bad effort
distribution is among the significant causes of reworking that
is due to insufficiently resourced activities. Distribution of
effort in software engineering process has been the platform
for facilitating more reasonable software project development
planning, and is provided as one of the major functionalities in
most planning or estimating methods. For example, a work
breakdown structure of the total estimate over different phases
or activities with corresponding percentage of effort
associated with each phase. With numerous estimation
methods and tools becoming available, users are often left
with greater difficulty and confusion in effort distribution
because of the large variation in the SDLC activities. Many
software practitioners solely rely on Rule of Thumb or expert
judgment to handle project phase effort planning. Compared
with a total estimate, it is more important to develop an
accurate phase-based distribution in order to facilitate strategic
resource allocation and planning. This paper investigates the
general effort distribution profiles of different development
type, software size, team size, business area, etc.
EXISTING WORK ANALYSIS
The assessment that is conducted on software development
project data collected from various software firms, resulted in
the production of several widely adopted bases to guide
software estimation practices. Norden [14], in his work to cost
estimation field, found the Rayleigh Curve to be a good
staffing level approximation to hardware projects. Though
inapplicable in software development projects owing to slow
early build-up and long-tail effects, Rayleigh distribution has
influenced many later models in terms of effort distribution,
such as the COCOMO [6, 11] and the SLIM [15]. Based on
studies conducted on effort distribution data, the waterfall
activity breakdown quantities in the COCOMO model [6, 11]
was presented by Boehm, and the lifecycle effort distribution
RESEARCH ARTICLE OPEN ACCESS
Abstract:
Effort distribution, be it by phase or activity, is an important aspect of SDLC. Yet it is often overlooked in
the process of cost estimation. Poor effort allocation is one of the root causes of rework owing to early activities
being insufficiently resourced. This paper presents various phase effort distribution patterns and variation sources.
The analysis results of these patterns show some consistency in effects of size of software and team size on code
and test phase distribution variations, and some considerable deviations in design, requirements, and transition
phases, compared with recommendations in the COCOMO model. Software size, in turn, depends on the small-
medium, medium-large companies having different schemes. Finally, the major findings of this paper discusses
about threats to validity and presents general guidelines in directing effort distribution across the various software
development methods, time duration of the phases of SDLC and the team strength. Based on the above factors,
effort distribution can be estimated.
Keywords — COTS, COCOMO, RUP, SLIM, SEER-SEM, ANOVA
International Journal of Engineering and Techniques
ISSN: 2395-1303
structure used by the Rational Unified Process (RUP) [12] was
given by Krutchen. The way of handling phase distribution, as
per COCOMO 81 model’s [11], is to provide effort ratios for
every development phase of SDLC. It also defines 5 levels of
project scale, 3 development modes, phase-sensitive effort
multipliers to help derive more accurate allocation decision
according to specific project needs. As per the COCOMO
model, with increase in software size, integration and test
phase should be given more focus, than the code phase. This
enables the users and effort multipliers to get the more
estimated and accurate result i.e. concluded phase wise, by
keeping the record of the different effort ratings . This offers a
method to adapt the basic distribution scheme which is better
and in accordance with the project requirements and situation.
But, the use of detailed COCOMO model leads a complex
procedure to produce the forms and tables having restrictive
steps, which requires intensive project knowledge. The
COCOMO II [6] model combines all the effort multipliers that
is same for all the phases used for the development purposes
owing to lack of detailed COCOMO calibration data and
simplification of model usage. The COCOMO II extends the
COCOMO 81 model to include the “plans and requirements”
and “transition” phases into its waterfall lifecycle effort
distribution scheme, and a MBASE/RUP phase/activity
distribution scheme adopted from [12]. This takes a toll on
flexibility in providing more relevant effort distribution
guidance to meet the project needs as compared to COCOMO
81 model.
There exists large variation in the SDLC phases in different
methods of estimation, resulting in lack of phase distribution
data. This in turn complicates other processes viz. synthesis of
lifecycle concept, model usage, collection and analysis of
data, and cost model calibration.
COCOMO 81 [11] distributes effort among Plan and
requirement, preliminary design, detailed design (25%), code
(33%), Integration & Test (25) as shown in the figure below.
Fig 1. Effort Distribution in COCOMO 81
Figure 2 shows how COCOMO II [16] distributes effort
:Waterfall distribution scheme: Planning &
requirement (7%), preliminary design (17%),detailed design
(25%), code (33%), Integration & Test (25), deployment &
maintenance (12%);
25%
33%
25%
Plan and
requirement,
preliminary
design, detailed
design
Code
International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov –
1303 http://www.ijetjournal.org
structure used by the Rational Unified Process (RUP) [12] was
given by Krutchen. The way of handling phase distribution, as
per COCOMO 81 model’s [11], is to provide effort ratios for
fines 5 levels of
sensitive effort
multipliers to help derive more accurate allocation decision
according to specific project needs. As per the COCOMO
model, with increase in software size, integration and test
se should be given more focus, than the code phase. This
enables the users and effort multipliers to get the more
estimated and accurate result i.e. concluded phase wise, by
keeping the record of the different effort ratings . This offers a
the basic distribution scheme which is better
and in accordance with the project requirements and situation.
But, the use of detailed COCOMO model leads a complex
procedure to produce the forms and tables having restrictive
project knowledge. The
COCOMO II [6] model combines all the effort multipliers that
is same for all the phases used for the development purposes
owing to lack of detailed COCOMO calibration data and
simplification of model usage. The COCOMO II extends the
COCOMO 81 model to include the “plans and requirements”
and “transition” phases into its waterfall lifecycle effort
distribution scheme, and a MBASE/RUP phase/activity
distribution scheme adopted from [12]. This takes a toll on
re relevant effort distribution
guidance to meet the project needs as compared to COCOMO
There exists large variation in the SDLC phases in different
methods of estimation, resulting in lack of phase distribution
data. This in turn complicates other processes viz. synthesis of
lifecycle concept, model usage, collection and analysis of
COCOMO 81 [11] distributes effort among Plan and
requirement, preliminary design, detailed design (25%), code
as shown in the figure below.
1. Effort Distribution in COCOMO 81
distributes effort
requirement (7%), preliminary design (17%),detailed design
Test (25), deployment &
Fig. 2. Effort Distribution in COCOMO II
COCOMO II[16] MBASE/RUP distribution scheme:
Inception(6%),Elaboration(24%), Construction(76%),
Transition(12%) as shown in the figure below.
Fig. 3. Effort Distribution in COCOMO II MBASE/RUP
RUP [12] allots 5% to Inception, 20%
65% to Construction, 10% to Transition
below.
Fig. 4. Effort Distribution in RUP
COCOTS [6] distributes effort among
Gluecode & Integration. There is no unified distribution
guideline. SLIM [16] distributes among
Plan and
requirement,
preliminary
design, detailed
design
Code
7%
17%
25%
33%
25%
12%
6%
24%
76%
12%
5%
65%
20%
10%
– Dec 2016
Page 60
ution in COCOMO II
COCOMO II[16] MBASE/RUP distribution scheme:
Inception(6%),Elaboration(24%), Construction(76%),
as shown in the figure below.
. Effort Distribution in COCOMO II MBASE/RUP
RUP [12] allots 5% to Inception, 20% to Elaboration,
65% to Construction, 10% to Transition as shown in the figure
Effort Distribution in RUP
COCOTS [6] distributes effort among Assessment, Tailoring,
unified distribution
. SLIM [16] distributes among Concept Definition,
Plan and
requirement
Preliminary
design
Detailed design
Code
Inception
Elaboration
Construction
Transition
Inception
Construction
Elaboration
Transition
International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov – Dec 2016
ISSN: 2395-1303 http://www.ijetjournal.org Page 61
Requirement & Design, Construct & Test, Perfective
Maintenance. SEER-SEM allots effort among early
specification, design, development, delivery
& maintenance.
Heijstek and Chaudron [10] reported empirical data on effort
distribution used model-based development, and confirmed
the similarity between the original RUP hump-chart and the
reported distribution [12]. Yiftachel et. al. [18] came up with
an economic model for optimal resource allocation across
various phases of development. Optimal effort distribution
across phases based on defect-introduction and defect-slippage
considerations have been studied [19, 20] but there still exists
notable inconsistency in results from different researchers
regarding phase distribution.
DATA COLLECTION AND CLEANSING
Data collection: A study conducted by CSBSG sent an
electronic questionnaire to a number of organizations. The
questionnaire had some capability to check some errors
automatically, such as data inconsistency and spelling error.
On receipt of data from the organizations, the data quality is
checked by a group of experts to confirm whether it can be
added to the database. During this method, there is a
specialized contact personnel between that expert group and
the organization, and all the information about the
organization is hidden in the data submitted to the expert
group; the contact personnel reacts to a data problem, if found.
Data Cleaning: We only make use of a subset of the data, that
too with only focused attributes for the purpose of our study.
The data cleaning steps and attributes are summarized.
Table 1. Attributes covered in the study
METRIC UNIT DESCRIPTION
Size Sloc Total lines of code
Effort Person-hour Summary work effort
Plan phase effort Person-hour Work effort of plan
phase
Requirements phase
effort
Person-hour Work effort of
requirements phase
Design phase effort Person-hour Work effort of design
phase
Code phase effort Person-hour Work effort of code
phase
Test phase effort Person-hour Work effort of test
phase
Transition phase
effort
Person-hour Work effort of
transition phase
Development life
cycle
Nominal Waterfall, iterative,
rapid
Team size Person Maximum size of the
development
Development type Nominal New development,
enhancement,
redevelopment
RESULT AND ANALYSIS
The table below summarizes the statistical features of effort
distribution percentage for each of the five development
phases. Data has been collected from the CSBSG.
Table 2. Summary of phase distribution profile
*Plan&Req Planning and Requirement
**Trans Transition
As per [6], “major variations in both waterfall and RUP phase
distribution quantities come in the phases outside the core
development phases”. The collected data shows that coding
and testing phases exhibit greater variation than other phases,
e.g. the project with the least design phase effort distribution
quantity is also the one with greatest coding effort distribution
quantity.
Fig..5 Comparison of the mean distribution profile of CSBSG
dataset and the COCOMO II
Waterfall distribution quantities helps us examine the
differences of individual phase distribution between CSBSG
dataset and COCOMO II recommendations.
The similarity lies only in the last two phases whereas there
are certain significant differences. The CSBSG dataset lays
greater emphasis on Planning and Requirements phase.
CSBSG allots 16.14% of overall effort to this phase as
compared to a mere 6% in COCOMO II. Also, the design
phase receives only 14.88% effort in CSBSG whereas
COCOMO II allots 35%. The average distribution for code
phase is 40.36 % in CSBSG and 27.8% in COCOMO II.
ANOVA analysis is used to examine the variance in term of
effort distribution percentage for each phase that is explained
by class variables, i.e. software size, team size and
development type.
International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov – Dec 2016
ISSN: 2395-1303 http://www.ijetjournal.org Page 62
The data summarized in Table shows the degree of variance
for the variation in individual phase effort distribution
explained by an influencing factor. For example, it also
indicates that for measuring effective software size and
predictive development effort , FP is a stronger predictor and
for determining appropriate adjustment for code and test
phases, development type is also one of the major factor.
However, team size is considered as less significant factor in
effort distribution.
Table 3. ANOVA Results
Phase
Distribution
(%)
Development
Type
Software Size Team
SizeLOC
Scale
FP
Scale
Planning &
Requirement
3.96 14.80 13.65 5.50
Design 2.57 3.67 3.36 0.62
Code 12.22 7.93 20.56 0.02
Test 7.47 7.16 14.59 3.05
Transition 2.72 9.36 22.45 1.52
Through such model, these parametric model are considered
as current method for estimation and benchmarking purposes.
Due of the wide scope and variety of software projects, it is
infeasible to deploy a single distribution scheme
encompassing all projects. Analysis of empirical data helps to
understand the variations in phase effort distribution and their
possible causes. Identification of most frequently presented
effort distribution patterns can help derive insightful
conclusions leading to improved project planning practices.
Following are general guidelines for software estimation and
management.
 Phase effort distribution analysis should be
performed along with cost estimation
 FP based software size and development type must
be considered in effort distribution
 For enhancement type of projects, percentage of
development effort in code phase decreases by
10.67%, and that for testing increases by 5.4%.
 As software size increases, distribution has an
intensive focus on both coding and testing.
 Team size has a significant effect on testing phase.
Hence team size should be decided accordingly.
CONCLUSION
Lack of recognition to process variations and lack of
understanding of effort distribution patterns leads to poor
effort distribution. This study aims to examine effort
distribution profile and gain in-depth understanding of the
variations and causes of phase effort distribution. It identifies
significant differences and similarities with COCOMO II and
further analyses patterns in phase effort distribution.
Guidelines for efficient effort distribution amongst phases of
SDLC have been provided for improved project management.
REFERENCES
[1] Boehm, B. and C. Abts, Software Development Cost
Estimation Approaches-A Survey. Annals of Software
Engineering, 2000. 10(1-4): p. 177-205.
[2] Jorgensen, M. and M. Shepperd, A System Review of
Software Development Cost Estimation Studies. IEEE
Transaction on Software Engineering, 2007. 33(1): p. 33-53.
[3] Basili, V.R.: Software development: a paradigm for the
future. Proceedings of the 13th Annual International Computer
Software and Application Conference, (1989) 471-485.
[4] A Framework Analysis of The Open Source Software
Development Paradigm Proceedings of the 21st International
Conference in Information Systems(ICIS 2000).(2000),58-69.
[5] The Standish Group. 2004 the 3rd Quarter Research
Report, (2004). http://www.standishgroup.com
[6] Boehm, B.W., et al.: Software Cost Estimation with
COCOMO II. Prentice Hall, NY(2000)
[7] Reifer, D.: Industry software cost, quality and productivity
benchmarks, software. Tech News 7(2) (July 2004)
[8] Kroll, P.: Planning and estimating a RUP project using
IBM rational SUMMIT ascendant. Technical report, IBM
Developer works (May 2004)
[9] QSM Inc.: The QSM Software Almanac: Application
Development Series (IT Metrics Edition) Application
Development Data and Research for the Agile
Enterprise.Quantitative Software Management Inc., McLean,
Virginia,USA (2006)
[10] Heijstek, W. and Chaudron, M. R. V.: Effort distribution
in model-based development. 2nd Workshop on Model Size
Metrics (2007)
[11] Boehm, B.W.: Software Engineering Economics. Prentice
Hall, (1981)
[12] Kruchten, P.: The Rational Unified Process: An
Introduction. Addison-Wesley Longman Publishing Co., Inc.,
Boston,MA, USA (2003)
[13] Wohlin, C.: Distribution Patterns of Effort estimation.
EUROMICRO Conference (2004)
[14] Norden P.V.: Curve Fitting for a Model of Applied
Research and Development Scheduling. IBM J. Research and
Development, Vol. 3, No. 2, (1958), 232-248.
[15] Putnam, L. and Myers, W. (1992), Measures for
Excellence, Yourdon Press Computing Series.
[16] He, M., et al.: An Investigation of Software Development
Productivity in China. ICSP 2008, (2008) 381-394
[17] SEER-SEM. http://www.galorath.com/index.php
[18] Peleg Yiftachel, et al.: Resource Allocation among
Development Phases: An Economic Approach. EDSER’06,
May 27, 2006, Shanghai, China, (2006) 43-48
[19] Huang, L., Boehm, B.: Determining how much software
assurance is enough?: a value-based approach. In: EDSER
’05: Proceedings of the seventh international workshop on
Economics-driven software engineering research, NY,
USA,ACM Press (2005) 1–5
[20] Yiftachel, P., Peled, D., Hadar, I., Goldwasser, D.:
Resource allocation among development phases: an economic
approach. In: EDSER ’06: Proceedings of the 2006
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ISSN: 2395-1303 http://www.ijetjournal.org Page 63
international workshop on Economics driven software
engineering research, New York, NY, USA, ACM
Press(2006) 43–48.
[21] Jiang, Z., Naudé, P. and Comstock, C.: An investigation
on
the variation of software development productivity.
International Journal of Computer, Information, and Systems
Sciences, and Engineering, Vol. 1, No. 2 (2007) 72-81
[22] ISBSG Benchmark Release 8. http://www.isbsg.org
[23] SPR Programming Languages Table 2003, Software
Productivity Research. ttp://www.spr.com
[24] Agrawal, M., Chari, K.: Software Effort, Quality and
Cycle
Time: A Study of CMM Level 5 Projects. IEEE Transactions
on Software Engineering, Vol. 33, No. 3 (2007) 145-156
[25] Software Measurement Services Ltd. ‘Small project’,
‘medium-size project’ and ‘large project’: what do these
terms mean?”
http://www.measuresw.com/library/Papers/Rule/RulesRelati
veSizeScale%20v1b.pdf
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IJET-V2I6P9

  • 1. International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov – Dec 2016 ISSN: 2395-1303 http://www.ijetjournal.org Page 59 Review of Effort Distribution in IT Companies Reetuparna Mukherjee1 , Taniya Gupta2 , Mythili Thirugnanam3 School of Computer Science and Engineering VIT University, Vellore INTRODUCTION Effort distribution methods have been studied and evolved over the past few decades. Different methods employed include knowledge-based modeling, parametric modeling, fuzzy logic, neural networks, dynamic modeling or case based reasoning to increase the accuracy of estimation and to improve the estimation capability with respect to existing development paradigms, e.g. COTS or open source-based development . However, despite the intensive study on estimation methods, it still is a great challenge for software projects to be completed successfully as per recent studies. The major limitations that impede software project from meeting the success criteria, viz. within budget, on time, and with specified functionalities. Limited progress to fully understand the characteristics of emergent development paradigms and its implications to cost estimation complicates process-oriented decisions in design imperatives and cost reconciliation. According to the waterfall development model, there is restricted research effort towards understanding and analyzing the root causes that lead to the variations in effort distribution patterns. Effort distribution, be it by phase or activity, is an important aspect of SDLC. Yet it is often overlooked in the process of cost estimation. Bad effort distribution is among the significant causes of reworking that is due to insufficiently resourced activities. Distribution of effort in software engineering process has been the platform for facilitating more reasonable software project development planning, and is provided as one of the major functionalities in most planning or estimating methods. For example, a work breakdown structure of the total estimate over different phases or activities with corresponding percentage of effort associated with each phase. With numerous estimation methods and tools becoming available, users are often left with greater difficulty and confusion in effort distribution because of the large variation in the SDLC activities. Many software practitioners solely rely on Rule of Thumb or expert judgment to handle project phase effort planning. Compared with a total estimate, it is more important to develop an accurate phase-based distribution in order to facilitate strategic resource allocation and planning. This paper investigates the general effort distribution profiles of different development type, software size, team size, business area, etc. EXISTING WORK ANALYSIS The assessment that is conducted on software development project data collected from various software firms, resulted in the production of several widely adopted bases to guide software estimation practices. Norden [14], in his work to cost estimation field, found the Rayleigh Curve to be a good staffing level approximation to hardware projects. Though inapplicable in software development projects owing to slow early build-up and long-tail effects, Rayleigh distribution has influenced many later models in terms of effort distribution, such as the COCOMO [6, 11] and the SLIM [15]. Based on studies conducted on effort distribution data, the waterfall activity breakdown quantities in the COCOMO model [6, 11] was presented by Boehm, and the lifecycle effort distribution RESEARCH ARTICLE OPEN ACCESS Abstract: Effort distribution, be it by phase or activity, is an important aspect of SDLC. Yet it is often overlooked in the process of cost estimation. Poor effort allocation is one of the root causes of rework owing to early activities being insufficiently resourced. This paper presents various phase effort distribution patterns and variation sources. The analysis results of these patterns show some consistency in effects of size of software and team size on code and test phase distribution variations, and some considerable deviations in design, requirements, and transition phases, compared with recommendations in the COCOMO model. Software size, in turn, depends on the small- medium, medium-large companies having different schemes. Finally, the major findings of this paper discusses about threats to validity and presents general guidelines in directing effort distribution across the various software development methods, time duration of the phases of SDLC and the team strength. Based on the above factors, effort distribution can be estimated. Keywords — COTS, COCOMO, RUP, SLIM, SEER-SEM, ANOVA
  • 2. International Journal of Engineering and Techniques ISSN: 2395-1303 structure used by the Rational Unified Process (RUP) [12] was given by Krutchen. The way of handling phase distribution, as per COCOMO 81 model’s [11], is to provide effort ratios for every development phase of SDLC. It also defines 5 levels of project scale, 3 development modes, phase-sensitive effort multipliers to help derive more accurate allocation decision according to specific project needs. As per the COCOMO model, with increase in software size, integration and test phase should be given more focus, than the code phase. This enables the users and effort multipliers to get the more estimated and accurate result i.e. concluded phase wise, by keeping the record of the different effort ratings . This offers a method to adapt the basic distribution scheme which is better and in accordance with the project requirements and situation. But, the use of detailed COCOMO model leads a complex procedure to produce the forms and tables having restrictive steps, which requires intensive project knowledge. The COCOMO II [6] model combines all the effort multipliers that is same for all the phases used for the development purposes owing to lack of detailed COCOMO calibration data and simplification of model usage. The COCOMO II extends the COCOMO 81 model to include the “plans and requirements” and “transition” phases into its waterfall lifecycle effort distribution scheme, and a MBASE/RUP phase/activity distribution scheme adopted from [12]. This takes a toll on flexibility in providing more relevant effort distribution guidance to meet the project needs as compared to COCOMO 81 model. There exists large variation in the SDLC phases in different methods of estimation, resulting in lack of phase distribution data. This in turn complicates other processes viz. synthesis of lifecycle concept, model usage, collection and analysis of data, and cost model calibration. COCOMO 81 [11] distributes effort among Plan and requirement, preliminary design, detailed design (25%), code (33%), Integration & Test (25) as shown in the figure below. Fig 1. Effort Distribution in COCOMO 81 Figure 2 shows how COCOMO II [16] distributes effort :Waterfall distribution scheme: Planning & requirement (7%), preliminary design (17%),detailed design (25%), code (33%), Integration & Test (25), deployment & maintenance (12%); 25% 33% 25% Plan and requirement, preliminary design, detailed design Code International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov – 1303 http://www.ijetjournal.org structure used by the Rational Unified Process (RUP) [12] was given by Krutchen. The way of handling phase distribution, as per COCOMO 81 model’s [11], is to provide effort ratios for fines 5 levels of sensitive effort multipliers to help derive more accurate allocation decision according to specific project needs. As per the COCOMO model, with increase in software size, integration and test se should be given more focus, than the code phase. This enables the users and effort multipliers to get the more estimated and accurate result i.e. concluded phase wise, by keeping the record of the different effort ratings . This offers a the basic distribution scheme which is better and in accordance with the project requirements and situation. But, the use of detailed COCOMO model leads a complex procedure to produce the forms and tables having restrictive project knowledge. The COCOMO II [6] model combines all the effort multipliers that is same for all the phases used for the development purposes owing to lack of detailed COCOMO calibration data and simplification of model usage. The COCOMO II extends the COCOMO 81 model to include the “plans and requirements” and “transition” phases into its waterfall lifecycle effort distribution scheme, and a MBASE/RUP phase/activity distribution scheme adopted from [12]. This takes a toll on re relevant effort distribution guidance to meet the project needs as compared to COCOMO There exists large variation in the SDLC phases in different methods of estimation, resulting in lack of phase distribution data. This in turn complicates other processes viz. synthesis of lifecycle concept, model usage, collection and analysis of COCOMO 81 [11] distributes effort among Plan and requirement, preliminary design, detailed design (25%), code as shown in the figure below. 1. Effort Distribution in COCOMO 81 distributes effort requirement (7%), preliminary design (17%),detailed design Test (25), deployment & Fig. 2. Effort Distribution in COCOMO II COCOMO II[16] MBASE/RUP distribution scheme: Inception(6%),Elaboration(24%), Construction(76%), Transition(12%) as shown in the figure below. Fig. 3. Effort Distribution in COCOMO II MBASE/RUP RUP [12] allots 5% to Inception, 20% 65% to Construction, 10% to Transition below. Fig. 4. Effort Distribution in RUP COCOTS [6] distributes effort among Gluecode & Integration. There is no unified distribution guideline. SLIM [16] distributes among Plan and requirement, preliminary design, detailed design Code 7% 17% 25% 33% 25% 12% 6% 24% 76% 12% 5% 65% 20% 10% – Dec 2016 Page 60 ution in COCOMO II COCOMO II[16] MBASE/RUP distribution scheme: Inception(6%),Elaboration(24%), Construction(76%), as shown in the figure below. . Effort Distribution in COCOMO II MBASE/RUP RUP [12] allots 5% to Inception, 20% to Elaboration, 65% to Construction, 10% to Transition as shown in the figure Effort Distribution in RUP COCOTS [6] distributes effort among Assessment, Tailoring, unified distribution . SLIM [16] distributes among Concept Definition, Plan and requirement Preliminary design Detailed design Code Inception Elaboration Construction Transition Inception Construction Elaboration Transition
  • 3. International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov – Dec 2016 ISSN: 2395-1303 http://www.ijetjournal.org Page 61 Requirement & Design, Construct & Test, Perfective Maintenance. SEER-SEM allots effort among early specification, design, development, delivery & maintenance. Heijstek and Chaudron [10] reported empirical data on effort distribution used model-based development, and confirmed the similarity between the original RUP hump-chart and the reported distribution [12]. Yiftachel et. al. [18] came up with an economic model for optimal resource allocation across various phases of development. Optimal effort distribution across phases based on defect-introduction and defect-slippage considerations have been studied [19, 20] but there still exists notable inconsistency in results from different researchers regarding phase distribution. DATA COLLECTION AND CLEANSING Data collection: A study conducted by CSBSG sent an electronic questionnaire to a number of organizations. The questionnaire had some capability to check some errors automatically, such as data inconsistency and spelling error. On receipt of data from the organizations, the data quality is checked by a group of experts to confirm whether it can be added to the database. During this method, there is a specialized contact personnel between that expert group and the organization, and all the information about the organization is hidden in the data submitted to the expert group; the contact personnel reacts to a data problem, if found. Data Cleaning: We only make use of a subset of the data, that too with only focused attributes for the purpose of our study. The data cleaning steps and attributes are summarized. Table 1. Attributes covered in the study METRIC UNIT DESCRIPTION Size Sloc Total lines of code Effort Person-hour Summary work effort Plan phase effort Person-hour Work effort of plan phase Requirements phase effort Person-hour Work effort of requirements phase Design phase effort Person-hour Work effort of design phase Code phase effort Person-hour Work effort of code phase Test phase effort Person-hour Work effort of test phase Transition phase effort Person-hour Work effort of transition phase Development life cycle Nominal Waterfall, iterative, rapid Team size Person Maximum size of the development Development type Nominal New development, enhancement, redevelopment RESULT AND ANALYSIS The table below summarizes the statistical features of effort distribution percentage for each of the five development phases. Data has been collected from the CSBSG. Table 2. Summary of phase distribution profile *Plan&Req Planning and Requirement **Trans Transition As per [6], “major variations in both waterfall and RUP phase distribution quantities come in the phases outside the core development phases”. The collected data shows that coding and testing phases exhibit greater variation than other phases, e.g. the project with the least design phase effort distribution quantity is also the one with greatest coding effort distribution quantity. Fig..5 Comparison of the mean distribution profile of CSBSG dataset and the COCOMO II Waterfall distribution quantities helps us examine the differences of individual phase distribution between CSBSG dataset and COCOMO II recommendations. The similarity lies only in the last two phases whereas there are certain significant differences. The CSBSG dataset lays greater emphasis on Planning and Requirements phase. CSBSG allots 16.14% of overall effort to this phase as compared to a mere 6% in COCOMO II. Also, the design phase receives only 14.88% effort in CSBSG whereas COCOMO II allots 35%. The average distribution for code phase is 40.36 % in CSBSG and 27.8% in COCOMO II. ANOVA analysis is used to examine the variance in term of effort distribution percentage for each phase that is explained by class variables, i.e. software size, team size and development type.
  • 4. International Journal of Engineering and Techniques - Volume 2 Issue 6, Nov – Dec 2016 ISSN: 2395-1303 http://www.ijetjournal.org Page 62 The data summarized in Table shows the degree of variance for the variation in individual phase effort distribution explained by an influencing factor. For example, it also indicates that for measuring effective software size and predictive development effort , FP is a stronger predictor and for determining appropriate adjustment for code and test phases, development type is also one of the major factor. However, team size is considered as less significant factor in effort distribution. Table 3. ANOVA Results Phase Distribution (%) Development Type Software Size Team SizeLOC Scale FP Scale Planning & Requirement 3.96 14.80 13.65 5.50 Design 2.57 3.67 3.36 0.62 Code 12.22 7.93 20.56 0.02 Test 7.47 7.16 14.59 3.05 Transition 2.72 9.36 22.45 1.52 Through such model, these parametric model are considered as current method for estimation and benchmarking purposes. Due of the wide scope and variety of software projects, it is infeasible to deploy a single distribution scheme encompassing all projects. Analysis of empirical data helps to understand the variations in phase effort distribution and their possible causes. Identification of most frequently presented effort distribution patterns can help derive insightful conclusions leading to improved project planning practices. Following are general guidelines for software estimation and management.  Phase effort distribution analysis should be performed along with cost estimation  FP based software size and development type must be considered in effort distribution  For enhancement type of projects, percentage of development effort in code phase decreases by 10.67%, and that for testing increases by 5.4%.  As software size increases, distribution has an intensive focus on both coding and testing.  Team size has a significant effect on testing phase. Hence team size should be decided accordingly. CONCLUSION Lack of recognition to process variations and lack of understanding of effort distribution patterns leads to poor effort distribution. This study aims to examine effort distribution profile and gain in-depth understanding of the variations and causes of phase effort distribution. It identifies significant differences and similarities with COCOMO II and further analyses patterns in phase effort distribution. Guidelines for efficient effort distribution amongst phases of SDLC have been provided for improved project management. REFERENCES [1] Boehm, B. and C. Abts, Software Development Cost Estimation Approaches-A Survey. Annals of Software Engineering, 2000. 10(1-4): p. 177-205. [2] Jorgensen, M. and M. Shepperd, A System Review of Software Development Cost Estimation Studies. IEEE Transaction on Software Engineering, 2007. 33(1): p. 33-53. [3] Basili, V.R.: Software development: a paradigm for the future. Proceedings of the 13th Annual International Computer Software and Application Conference, (1989) 471-485. [4] A Framework Analysis of The Open Source Software Development Paradigm Proceedings of the 21st International Conference in Information Systems(ICIS 2000).(2000),58-69. 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