Effective Project Supervision and Team Leadership
VerifiedAdded on 2021/04/17
|9
|1984
|22
AI Summary
This assignment showcases the supervisor's role in ensuring a high-quality project outcome. It involves supervising a bridge construction project, managing team roles, and implementing project objectives. The supervisor demonstrates expertise in creative innovation, proactive demeanour, and effective team leadership. They also apply theoretical knowledge, use Staad Pro for design development, and manage information professionally.
Contribute Materials
Your contribution can guide someone’s learning journey. Share your
documents today.
PROFESSIONAL ENGINEER
Summary Statement
These are the competency Units and Elements.
Competency Element A brief summary of how you
have applied the element
Paragraph number
in the career
episode(s) where the
element is addressed
PE1 KNOWLEDGE AND SKILL BASE
PE1.1 Comprehensive, theory-
based understanding of the
underpinning natural and
physical sciences and the
engineering fundamentals
applicable to the engineering
discipline
I selected sixteen samples of the
reinforced concrete for the
laboratory evaluation in manner to
determine the best approach of
strengthening the constructions
I applied my theoretical
knowledge and practical learning
of the Staad pro for the
development of the project
I had supervised the of a three-
span bridge considering backfill
stiffness reduction, moments and
force calculation
Career Episode 1: CE
1.2.1, CE 1.3.1 and
CE 1.3.2
Career Episode 2: CE
2.3.1 and CE 2.3.3
Career Episode 3: CE
3.2.1, CE 3.3.1 and
CE 3.3.2
PE1.2 Conceptual
understanding of the
mathematics, numerical
analysis, statistics and
computer and information
I took this topic as a serious
concern for the long run of the
construction projects
I collected the samples every day
Career Episode 1: CE
1.3.1
Career Episode 2: CE
Summary Statement
These are the competency Units and Elements.
Competency Element A brief summary of how you
have applied the element
Paragraph number
in the career
episode(s) where the
element is addressed
PE1 KNOWLEDGE AND SKILL BASE
PE1.1 Comprehensive, theory-
based understanding of the
underpinning natural and
physical sciences and the
engineering fundamentals
applicable to the engineering
discipline
I selected sixteen samples of the
reinforced concrete for the
laboratory evaluation in manner to
determine the best approach of
strengthening the constructions
I applied my theoretical
knowledge and practical learning
of the Staad pro for the
development of the project
I had supervised the of a three-
span bridge considering backfill
stiffness reduction, moments and
force calculation
Career Episode 1: CE
1.2.1, CE 1.3.1 and
CE 1.3.2
Career Episode 2: CE
2.3.1 and CE 2.3.3
Career Episode 3: CE
3.2.1, CE 3.3.1 and
CE 3.3.2
PE1.2 Conceptual
understanding of the
mathematics, numerical
analysis, statistics and
computer and information
I took this topic as a serious
concern for the long run of the
construction projects
I collected the samples every day
Career Episode 1: CE
1.3.1
Career Episode 2: CE
Secure Best Marks with AI Grader
Need help grading? Try our AI Grader for instant feedback on your assignments.
sciences which underpin the
engineering discipline
and specially before and after the
completion of single phase and
identified the need of change those
should be applied within the
development of the project
For calculation purpose I used my
academic learnings and utilized
them in effective and efficient
manner
2.3.2, CE 2.3.3 and
CE 2.3.4
Career Episode 3: CE
3.3.2
PE1.3 In-depth understanding
of specialist bodies of
knowledge within the
engineering discipline
I delivered a laboratory evaluation
those were based on the criteria
including T-SS, T-SS, TSZ w/EP-
C, EA-A, and EA-B
I also applied skills related to the
civil engineering for the
calculation of the mathematical
values as explained in the report
I was assigned as a supervisor for
this bridge construction project
Career Episode 1: CE
1.3.1
Career Episode 2: CE
2.3.1, CE 2.3.4, CE
2.2.5 and CE 2.4.2
Career Episode 3: CE
3.3.1, CE 3.3.3
PE1.4 Discernment of
knowledge development and
research directions within the
engineering discipline
I managed the activities and tests
involved in the project and
motivated every individual in the
team to move forward towards
accomplishing the objectives and
goals of the project
I executed the mathematical
calculations for determining the
Career Episode 1: CE
1.2.5, CE 1.3.1 and
CE 1.4.2
Career Episode 2: CE
2.3.2, CE 2.3.4 and
engineering discipline
and specially before and after the
completion of single phase and
identified the need of change those
should be applied within the
development of the project
For calculation purpose I used my
academic learnings and utilized
them in effective and efficient
manner
2.3.2, CE 2.3.3 and
CE 2.3.4
Career Episode 3: CE
3.3.2
PE1.3 In-depth understanding
of specialist bodies of
knowledge within the
engineering discipline
I delivered a laboratory evaluation
those were based on the criteria
including T-SS, T-SS, TSZ w/EP-
C, EA-A, and EA-B
I also applied skills related to the
civil engineering for the
calculation of the mathematical
values as explained in the report
I was assigned as a supervisor for
this bridge construction project
Career Episode 1: CE
1.3.1
Career Episode 2: CE
2.3.1, CE 2.3.4, CE
2.2.5 and CE 2.4.2
Career Episode 3: CE
3.3.1, CE 3.3.3
PE1.4 Discernment of
knowledge development and
research directions within the
engineering discipline
I managed the activities and tests
involved in the project and
motivated every individual in the
team to move forward towards
accomplishing the objectives and
goals of the project
I executed the mathematical
calculations for determining the
Career Episode 1: CE
1.2.5, CE 1.3.1 and
CE 1.4.2
Career Episode 2: CE
2.3.2, CE 2.3.4 and
load combinations and
determination of the loads
I modelled the backfill soil
stiffness through the application of
the equation mentioned earlier
considering the passive resistance
of the soil
CE 2.4.1
Career Episode 3: CE
3.3.2, CE 3.3.3 and
CE 3.4.1
PE1.5 Knowledge of contextual
factors impacting the
engineering discipline
I identified that major
constructions do not go as long
run as per the estimation due to the
corrosion in the steels that lead to
the deformation in the concrete
and thus, overall quality is
distorted
I had considered the dead load,
live load, wind load, and seismic
load for the development of a
sophisticated high-rise building
design
I applied the iterative analysis
procedure for the determination of
the values of load displacement
value in the transverse and
longitudinal direction
Career Episode 1: CE
1.2.1, CE 1.2.2,
Career Episode 2: CE
2.2.1, CE 2.2.2
Career Episode 3: CE
3.2.1, CE 3.2.3
PE1.6 Understanding of the
scope, principles, norms,
accountabilities and bounds of
contemporary engineering
I used Galvanic Embedded
Anodes (EA), TSZ (galvanic
thermal sprayed zinc), EP-C
(epoxy / polyurethane Coating),
Career Episode 1: CE
1.2.3, CE 1.3.3, CE
1.3.4 and CE 1.3.2
determination of the loads
I modelled the backfill soil
stiffness through the application of
the equation mentioned earlier
considering the passive resistance
of the soil
CE 2.4.1
Career Episode 3: CE
3.3.2, CE 3.3.3 and
CE 3.4.1
PE1.5 Knowledge of contextual
factors impacting the
engineering discipline
I identified that major
constructions do not go as long
run as per the estimation due to the
corrosion in the steels that lead to
the deformation in the concrete
and thus, overall quality is
distorted
I had considered the dead load,
live load, wind load, and seismic
load for the development of a
sophisticated high-rise building
design
I applied the iterative analysis
procedure for the determination of
the values of load displacement
value in the transverse and
longitudinal direction
Career Episode 1: CE
1.2.1, CE 1.2.2,
Career Episode 2: CE
2.2.1, CE 2.2.2
Career Episode 3: CE
3.2.1, CE 3.2.3
PE1.6 Understanding of the
scope, principles, norms,
accountabilities and bounds of
contemporary engineering
I used Galvanic Embedded
Anodes (EA), TSZ (galvanic
thermal sprayed zinc), EP-C
(epoxy / polyurethane Coating),
Career Episode 1: CE
1.2.3, CE 1.3.3, CE
1.3.4 and CE 1.3.2
practice in the specific
discipline
and TSS (Tri-Silane Sealer)
I prepared the reports related to
development of the project and
accomplishment of the activities
involved in the project
I calculated the values in the
aspects of the monolithic
abutments for all the three types of
soils including loose, medium, and
dense soils
Career Episode 2: CE
2.2.3, CE 2.3.1 and
CE 2.3.2
Career Episode 3: CE
3.2.3, CE 3.3.1 and
CE 3.3.2
PE2 ENGINEERING APPLICATION ABILITY
PE2.1 Application of
established engineering
methods to complex
engineering problem solving
I managed the sample specimens,
recorded data at each step and
phase of the project, and presented
the relative data in the tables
mentioned in the above project
I used following calculations for
the estimation of the load
combination for static analysis:
A). 1.2(DL + IL ± EL)
B) 1.5(DL + IL)
C) 0.9 DL ± 1.5 EL
D) 1.5(DL ± EL)
I used the formulas for the precise
and accurate calculation of the
values of monolithic abutment,
abutment stiffness, load
Career Episode 1: CE
1.2.4, CE 1.3.1 and
CE 1.4.2
Career Episode 2: CE
2.3.3, CE 2.3.4 and
CE 2.4.1, CE 2.4.2
Career Episode 3: CE
3.3.1, CE 3.3.2 and
CE 3.4.2
discipline
and TSS (Tri-Silane Sealer)
I prepared the reports related to
development of the project and
accomplishment of the activities
involved in the project
I calculated the values in the
aspects of the monolithic
abutments for all the three types of
soils including loose, medium, and
dense soils
Career Episode 2: CE
2.2.3, CE 2.3.1 and
CE 2.3.2
Career Episode 3: CE
3.2.3, CE 3.3.1 and
CE 3.3.2
PE2 ENGINEERING APPLICATION ABILITY
PE2.1 Application of
established engineering
methods to complex
engineering problem solving
I managed the sample specimens,
recorded data at each step and
phase of the project, and presented
the relative data in the tables
mentioned in the above project
I used following calculations for
the estimation of the load
combination for static analysis:
A). 1.2(DL + IL ± EL)
B) 1.5(DL + IL)
C) 0.9 DL ± 1.5 EL
D) 1.5(DL ± EL)
I used the formulas for the precise
and accurate calculation of the
values of monolithic abutment,
abutment stiffness, load
Career Episode 1: CE
1.2.4, CE 1.3.1 and
CE 1.4.2
Career Episode 2: CE
2.3.3, CE 2.3.4 and
CE 2.4.1, CE 2.4.2
Career Episode 3: CE
3.3.1, CE 3.3.2 and
CE 3.4.2
Secure Best Marks with AI Grader
Need help grading? Try our AI Grader for instant feedback on your assignments.
displacement diagram and many
as explained earlier
PE2.2 Fluent application of
engineering techniques, tools
and resources
I get through many experimental
researches executed previously on
the determination of a measure
that can be helpful in protecting
the steels from being corroded
I used the Staad pro for the
development of the design and
diagrams as presented above for
the beam
I had applied my theoretical
knowledge in this project for
determining the exact values of the
variables and aspects related to the
bridge designing
Career Episode 1: CE
1.3.3, CE 1.3.2 and
CE 1.3.1
Career Episode 2: CE
2.3.1, CE 2.3.2 and
CE 2.3.3
Career Episode 3: CE
3.3.1, CE 3.3.2 and
CE 3.3.3
PE2.3 Application of
systematic engineering
synthesis and design processes
I executed the project in manner to
present and alternative solution for
limiting and managing the steel
corrosions in the constructions
The preparation of drawing using
hand could be lacking in the
precision and thus, proper diagram
cannot be prepared using the
collected data
I managed the communication
Career Episode 1: CE
1.2.3, CE 1.3.1 and
CE 1.3.2
Career Episode 2: CE
2.3.3 and CE 2.3.4
Career Episode 3: CE
as explained earlier
PE2.2 Fluent application of
engineering techniques, tools
and resources
I get through many experimental
researches executed previously on
the determination of a measure
that can be helpful in protecting
the steels from being corroded
I used the Staad pro for the
development of the design and
diagrams as presented above for
the beam
I had applied my theoretical
knowledge in this project for
determining the exact values of the
variables and aspects related to the
bridge designing
Career Episode 1: CE
1.3.3, CE 1.3.2 and
CE 1.3.1
Career Episode 2: CE
2.3.1, CE 2.3.2 and
CE 2.3.3
Career Episode 3: CE
3.3.1, CE 3.3.2 and
CE 3.3.3
PE2.3 Application of
systematic engineering
synthesis and design processes
I executed the project in manner to
present and alternative solution for
limiting and managing the steel
corrosions in the constructions
The preparation of drawing using
hand could be lacking in the
precision and thus, proper diagram
cannot be prepared using the
collected data
I managed the communication
Career Episode 1: CE
1.2.3, CE 1.3.1 and
CE 1.3.2
Career Episode 2: CE
2.3.3 and CE 2.3.4
Career Episode 3: CE
with the suppliers and other
executives for the effective
information exchange and clear
every aspects related to the project
delivery
3.2.5
PE2.4 Application of
systematic approaches to the
conduct and management of
engineering projects
I used the Faraday’s law for the
estimation of the steel lost during
accelerated steel corrosion
procedure
I had considered the dead load,
live load, wind load, and seismic
load for the development of a
sophisticated high-rise building
design
I had developed two procedures
that can be helpful in considering
“the non-linear soil-abutment
interaction under seismic loads
Career Episode 1: CE
1.3.1 and CE 1.3.2
Career Episode 2: CE
2.2.3, CE 2.3.1, CE
2.3.2 and CE 2.3.3
Career Episode 3: CE
3.3.1 and CE 3.3.2
PE3 ENGINEERING APPLICATION ABILITY
PE3.1 Ethical conduct and
professional accountability
I used the formula m = (AtmC / Fz)
where m is the loss of mass, Atm is
the reaction ions’ mass. C is the
net charge passing through the
circuit that can be calculated as
integration of I (t) * dt, F is the
faradays constant with the value
(96,485 C / mol), and Z has been
reaction’s valence
Career Episode 1: CE
1.2.3, CE 1.3.3 and
CE 1.4.1
executives for the effective
information exchange and clear
every aspects related to the project
delivery
3.2.5
PE2.4 Application of
systematic approaches to the
conduct and management of
engineering projects
I used the Faraday’s law for the
estimation of the steel lost during
accelerated steel corrosion
procedure
I had considered the dead load,
live load, wind load, and seismic
load for the development of a
sophisticated high-rise building
design
I had developed two procedures
that can be helpful in considering
“the non-linear soil-abutment
interaction under seismic loads
Career Episode 1: CE
1.3.1 and CE 1.3.2
Career Episode 2: CE
2.2.3, CE 2.3.1, CE
2.3.2 and CE 2.3.3
Career Episode 3: CE
3.3.1 and CE 3.3.2
PE3 ENGINEERING APPLICATION ABILITY
PE3.1 Ethical conduct and
professional accountability
I used the formula m = (AtmC / Fz)
where m is the loss of mass, Atm is
the reaction ions’ mass. C is the
net charge passing through the
circuit that can be calculated as
integration of I (t) * dt, F is the
faradays constant with the value
(96,485 C / mol), and Z has been
reaction’s valence
Career Episode 1: CE
1.2.3, CE 1.3.3 and
CE 1.4.1
I had also prepared the design and
model of the beams and other
materials using Staad Pro after the
precise and accurate collection of
the data related to the delivery of
the project
I incorporated abutment stiffness
within the proposed bridge design
that would be a valuable aspects in
y future projects and bridge
construction sites
Career Episode 2: CE
2.2.3, CE 2.3.5 and
CE 2.4.2
Career Episode 3: CE
3.3.3, CE 3.4
PE3.2 Effective oral and
written communication in
professional and lay domains
I applied the theoretical
knowledge gathered during my
academics and applied in this
project for the accomplishment of
tasks in this project
I had to make sure that the quality
of the project t should be delivered
of high quality. I had prepared the
daily report of the project and
forwarded to the senior executives
for the evaluation of the growth of
the project
I supervised the project in an
effective way considering that the
every objective and goal of the
project has been accomplished and
output is of higher standard
Career Episode 1: CE
1.2.3, CE 1.3.3 and
CE 1.4.1
Career Episode 2: CE
2.2.3, CE 2.3.5 and
CE 2.4.2
Career Episode 3: CE
3.3.3, CE 3.4
model of the beams and other
materials using Staad Pro after the
precise and accurate collection of
the data related to the delivery of
the project
I incorporated abutment stiffness
within the proposed bridge design
that would be a valuable aspects in
y future projects and bridge
construction sites
Career Episode 2: CE
2.2.3, CE 2.3.5 and
CE 2.4.2
Career Episode 3: CE
3.3.3, CE 3.4
PE3.2 Effective oral and
written communication in
professional and lay domains
I applied the theoretical
knowledge gathered during my
academics and applied in this
project for the accomplishment of
tasks in this project
I had to make sure that the quality
of the project t should be delivered
of high quality. I had prepared the
daily report of the project and
forwarded to the senior executives
for the evaluation of the growth of
the project
I supervised the project in an
effective way considering that the
every objective and goal of the
project has been accomplished and
output is of higher standard
Career Episode 1: CE
1.2.3, CE 1.3.3 and
CE 1.4.1
Career Episode 2: CE
2.2.3, CE 2.3.5 and
CE 2.4.2
Career Episode 3: CE
3.3.3, CE 3.4
Paraphrase This Document
Need a fresh take? Get an instant paraphrase of this document with our AI Paraphraser
PE3.3 Creative innovative and
proactive demeanour
I was successful in collecting the
data related to the amount of
chloride present in the sample
after fasting the corrosion process
through electrification process
I used to collect the samples of the
project daily and experiment n
them for the identification of the
features and quality of the
resources being used in this
project
I had documented all these
analysis and data collection in the
directory for the application in the
middle of the execution and
further use of these data
Career Episode 1: CE
1.3, CE 1.4 and CE
1.4.2
Career Episode 2: CE
2.3.5, CE 2.4, CE
2.2.5 and CE 2.4.2
Career Episode 3: CE
3.2, CE 3.3
PE3.4 Professional use and
management of information
I had accelerated the corrosion
property as the specimens and
materials were cased at the same
time
I managed the roles and
responsibilities of individuals
working under my guidance, and
motivated to accomplish the goals
and objectives of the project
I was assigned as a supervisor for
this bridge construction project
Career Episode 1: CE
1.2.3, CE 1.2.5, CE
1.4.2
Career Episode 2: CE
2.2.3, CE 2.2.5, CE
2.4.2
Career Episode 3: CE
3.2.3, CE 3.2.5, CE
proactive demeanour
I was successful in collecting the
data related to the amount of
chloride present in the sample
after fasting the corrosion process
through electrification process
I used to collect the samples of the
project daily and experiment n
them for the identification of the
features and quality of the
resources being used in this
project
I had documented all these
analysis and data collection in the
directory for the application in the
middle of the execution and
further use of these data
Career Episode 1: CE
1.3, CE 1.4 and CE
1.4.2
Career Episode 2: CE
2.3.5, CE 2.4, CE
2.2.5 and CE 2.4.2
Career Episode 3: CE
3.2, CE 3.3
PE3.4 Professional use and
management of information
I had accelerated the corrosion
property as the specimens and
materials were cased at the same
time
I managed the roles and
responsibilities of individuals
working under my guidance, and
motivated to accomplish the goals
and objectives of the project
I was assigned as a supervisor for
this bridge construction project
Career Episode 1: CE
1.2.3, CE 1.2.5, CE
1.4.2
Career Episode 2: CE
2.2.3, CE 2.2.5, CE
2.4.2
Career Episode 3: CE
3.2.3, CE 3.2.5, CE
3.4.2
PE3.5 Orderly management of
self, and professional conduct
. I had performed the experimental
part of the project where I
executed the activities listed in the
‘my area of work’ section
I had contributed my previous
learning from the live projects and
asked the manager to implement
the objectives stated in the above
report
I modelled the backfill soil
stiffness through the application of
the equation mentioned earlier
considering the passive resistance
of the soil
Career Episode 1: CE
1.4.1, CE 1.3.1 and
CE 1.3.2
Career Episode 2: CE
2.4.2, CE 2.3.2, CE
2.3.3 and CE 2.3.4
Career Episode 3: CE
3.4.2, CE 3.3.1 and
CE 3.3.2
PE3.6 Effective team
membership and team
leadership
I applied the theoretical
knowledge gathered during my
academics and applied in this
project for the accomplishment of
tasks in this project
I applied my skills of staad pro for
the development of the design of
the beams and the buildings that
helped in delivering a successful
project
I identified that for most of the
bridges at the highway, abutments
Career Episode 1: CE
1.4.1, CE 1.4.2
Career Episode 2: CE
2.4.1 and CE 2.4.2
Career Episode 3: CE
3.4.1 and CE 3.4.2
PE3.5 Orderly management of
self, and professional conduct
. I had performed the experimental
part of the project where I
executed the activities listed in the
‘my area of work’ section
I had contributed my previous
learning from the live projects and
asked the manager to implement
the objectives stated in the above
report
I modelled the backfill soil
stiffness through the application of
the equation mentioned earlier
considering the passive resistance
of the soil
Career Episode 1: CE
1.4.1, CE 1.3.1 and
CE 1.3.2
Career Episode 2: CE
2.4.2, CE 2.3.2, CE
2.3.3 and CE 2.3.4
Career Episode 3: CE
3.4.2, CE 3.3.1 and
CE 3.3.2
PE3.6 Effective team
membership and team
leadership
I applied the theoretical
knowledge gathered during my
academics and applied in this
project for the accomplishment of
tasks in this project
I applied my skills of staad pro for
the development of the design of
the beams and the buildings that
helped in delivering a successful
project
I identified that for most of the
bridges at the highway, abutments
Career Episode 1: CE
1.4.1, CE 1.4.2
Career Episode 2: CE
2.4.1 and CE 2.4.2
Career Episode 3: CE
3.4.1 and CE 3.4.2
1 out of 9
Related Documents
Your All-in-One AI-Powered Toolkit for Academic Success.
+13062052269
info@desklib.com
Available 24*7 on WhatsApp / Email
Unlock your academic potential
© 2024 | Zucol Services PVT LTD | All rights reserved.