CONSTRUCTION PROJECT MANAGEMENT
PROJECT TITTLE:
THE FAILURE OF SULTAN ZAINAL ABIDIN STADIUM,
GONG BADAK, TERENGGANU.
, Table of Content
NO. CONTENT PAGE
1. List of tables and figures 1
2. Abstract 2
3. Background of Project Assignment 3
4. Review of the Construction Project 4-6
5. Identification of the stakeholders’ involvement with discussion on their differing 7-9
needs and contradicting requirements.
6. Proposal on the probable Project Goal for the project. 10
7. Proposal on the probable Project Priority Matrix for project. 11-13
8. Individual assessment of three (3) incident occurring in project. 14 - 25
9. Individual proposed solutions for the problem caused by the incident occurring in 26 - 34
the project.
10. Conclusions and Limitations 35 - 36
11. References 37 - 38
,List of tables
Table 1: Information of Stadium Sultan Mizan Zainal Abidin
Table 2: Project Priority Matrix for Stadium Sultan Mizan Zainal Abidin
List of figures
Figure 1: Stadium Sultan Mizan Zainal Abidin from the top view in
Figure 2: The effect view after the collapse
1
, Abstract
In this study, we must be compelled to take care of Stadium Sultan Mizan
Zainal Abidin’s collapsed roof cases. After all, the state was shocked hearing news
that one year after the Stadium Sultan Mizan Zainal Abidin officially unveiled with
the stadium's roof collapsed on the date of June 2, 2009. Stadium Sultan Mizan Zainal
Abidin was designed as many purposes design stadium in Kuala Terengganu that can
to hold as many as 50,000 people. Although there have been no injuries reported, the
stadium itself which was developed unitedly with SUKMA during MAY 2006, was
pronounced very danger. About 60% from roof structure section, which costed them
RM 25 million and was located over the royal hold in the grandstand,
collapsed. except the "highland tower collapse," this is often one in every
of Malaysia's most shocking accidents. the public Works Department were forming a
commission to look at the occurrence. By touching on the report, the key explanation
for the roof to collapse was a defective design did not account the roof structure
support condition. The committees nearby noted that the team of management
neglected to undertake the study of the look. Despite the very fact that the unique
architectural shape and large spans rendered it extremely prone and move to support
the structures. the same occurrence also had been occurred dated in May 1975, when a
dam named Teton Dam in u. s., Idaho, did not keep the water pressure always under
control. From both Stadium Sultan Mizan Zainal Abidin and Teton Dam cases, it
is very crucial for all engineers to require and pay the attention more on the important
of the parameters that involved in designing part to avoid any incidents to
occur which can harm people life.
2
PROJECT TITTLE:
THE FAILURE OF SULTAN ZAINAL ABIDIN STADIUM,
GONG BADAK, TERENGGANU.
, Table of Content
NO. CONTENT PAGE
1. List of tables and figures 1
2. Abstract 2
3. Background of Project Assignment 3
4. Review of the Construction Project 4-6
5. Identification of the stakeholders’ involvement with discussion on their differing 7-9
needs and contradicting requirements.
6. Proposal on the probable Project Goal for the project. 10
7. Proposal on the probable Project Priority Matrix for project. 11-13
8. Individual assessment of three (3) incident occurring in project. 14 - 25
9. Individual proposed solutions for the problem caused by the incident occurring in 26 - 34
the project.
10. Conclusions and Limitations 35 - 36
11. References 37 - 38
,List of tables
Table 1: Information of Stadium Sultan Mizan Zainal Abidin
Table 2: Project Priority Matrix for Stadium Sultan Mizan Zainal Abidin
List of figures
Figure 1: Stadium Sultan Mizan Zainal Abidin from the top view in
Figure 2: The effect view after the collapse
1
, Abstract
In this study, we must be compelled to take care of Stadium Sultan Mizan
Zainal Abidin’s collapsed roof cases. After all, the state was shocked hearing news
that one year after the Stadium Sultan Mizan Zainal Abidin officially unveiled with
the stadium's roof collapsed on the date of June 2, 2009. Stadium Sultan Mizan Zainal
Abidin was designed as many purposes design stadium in Kuala Terengganu that can
to hold as many as 50,000 people. Although there have been no injuries reported, the
stadium itself which was developed unitedly with SUKMA during MAY 2006, was
pronounced very danger. About 60% from roof structure section, which costed them
RM 25 million and was located over the royal hold in the grandstand,
collapsed. except the "highland tower collapse," this is often one in every
of Malaysia's most shocking accidents. the public Works Department were forming a
commission to look at the occurrence. By touching on the report, the key explanation
for the roof to collapse was a defective design did not account the roof structure
support condition. The committees nearby noted that the team of management
neglected to undertake the study of the look. Despite the very fact that the unique
architectural shape and large spans rendered it extremely prone and move to support
the structures. the same occurrence also had been occurred dated in May 1975, when a
dam named Teton Dam in u. s., Idaho, did not keep the water pressure always under
control. From both Stadium Sultan Mizan Zainal Abidin and Teton Dam cases, it
is very crucial for all engineers to require and pay the attention more on the important
of the parameters that involved in designing part to avoid any incidents to
occur which can harm people life.
2
