This research is mainly about comparisons of reinforced concrete structure design based on Eurocode 2 and British Standard 8110. The reinforcement concrete element is designed by referring Eurocode 2 (EN1992-1-1) and British Standard 8110 (BS8110-1:1997) for comparing purpose. The work examples of the structural elements has been done in this research to obtain the area of reinforcement required. The differences in procedure, formula and result of area of steel required for the elements based on both of the codes are compared and tabulated. In this research, there are five part of reinforced concrete structure elements are designed which are continuous beams, one way slabs, braced and short column, pile cap, and cantilever retaining wall. From the result acquired, it shows that area of reinforcement required based on EC 2 is lesser than BS 8110 and the dimension required based on BS8110 is larger than EC 2. Meanwhile, the design based on Eurocode 2 came out with more economical structural elements compare to BS 8110 as lesser steel and concrete volume required.
Skip Nav Destination
Article navigation
26 September 2017
3rd Electronic And Green Materials International Conference 2017 (EGM 2017)
29–30 April 2017
Krabi, Thailand
Research Article|
September 26 2017
Design reinforced concrete structures: Differences in procedure, formula, and results between Eurocode 2 and British Standard 8110
Mustaqqim Abdul Rahim;
Mustaqqim Abdul Rahim
a)
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
Lum Chui Ying;
Lum Chui Ying
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
Shahiron Shahidan;
Shahiron Shahidan
2
Faculty of Civil and Enviromental Engineering, UniversitiTun Hussein Onn
, 86400, BatuPahat, Johor, Malaysia
Search for other works by this author on:
Zuhayr Md. Ghazaly;
Zuhayr Md. Ghazaly
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
Shamilah Anudai;
Shamilah Anudai
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
Nor Faizah Bawadi;
Nor Faizah Bawadi
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
Nur Fitriah Isa;
Nur Fitriah Isa
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
Zulkarnain Hassan;
Zulkarnain Hassan
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
Afifuddin Habulat;
Afifuddin Habulat
3
Faculty of Civil Engineering, UniversitiTeknologi MARA
, 13500, PermatangPauh, Penang, Malaysia
Search for other works by this author on:
Zul-Atfi Ismail
Zul-Atfi Ismail
1
School of Environmental Engineering, Universiti Malaysia Perlis
, 02600, Arau, Perlis, Malaysia
Search for other works by this author on:
a)
Corresponding author: mustaqqim@unimap.edu.my
AIP Conf. Proc. 1885, 020173 (2017)
Citation
Mustaqqim Abdul Rahim, Lum Chui Ying, Shahiron Shahidan, Zuhayr Md. Ghazaly, Shamilah Anudai, Nor Faizah Bawadi, Nur Fitriah Isa, Zulkarnain Hassan, Afifuddin Habulat, Zul-Atfi Ismail; Design reinforced concrete structures: Differences in procedure, formula, and results between Eurocode 2 and British Standard 8110. AIP Conf. Proc. 26 September 2017; 1885 (1): 020173. https://doi.org/10.1063/1.5002367
Download citation file:
Sign in
Don't already have an account? Register
Sign In
You could not be signed in. Please check your credentials and make sure you have an active account and try again.
Sign in via your Institution
Sign in via your InstitutionPay-Per-View Access
$40.00
95
Views