Abstract
The provision of transverse openings in floor beams to facilitate the passage of utility pipes and service ducts not only results in a more systematic layout of pipes and ducts, it also translates into substantial economic savings in the construction of a multi-storey building. In this paper, ultimate load analysis of statically loaded simply supported pretensioned inverted T-beams with circular web openings is presented. Major findings relevant to ultimate load analysis of pretensioned beams with circular web openings are summarized. An attempt has been made to answer the frequently asked questions related to ultimate load analysis on multiple circular web openings. It has been shown that the analysis method for pretensioned beams with multiple large circular web openings can be further simplified without sacrificing rationality.
| Original language | English |
|---|---|
| Pages (from-to) | 262-271 |
| Number of pages | 10 |
| Journal | Frontiers of Architecture and Civil Engineering in China |
| Volume | 3 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 01 Aug 2009 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Architecture
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Ultimate load analysis of pretensioned inverted T-beams with circular web openings. / Cheng, Hock Tian; Mohammed, Bashar S.; Mustapha, Kamal Nasharuddin.
In: Frontiers of Architecture and Civil Engineering in China, Vol. 3, No. 3, 01.08.2009, p. 262-271.Research output: Contribution to journal › Article
TY - JOUR
T1 - Ultimate load analysis of pretensioned inverted T-beams with circular web openings
AU - Cheng, Hock Tian
AU - Mohammed, Bashar S.
AU - Mustapha, Kamal Nasharuddin
PY - 2009/8/1
Y1 - 2009/8/1
N2 - The provision of transverse openings in floor beams to facilitate the passage of utility pipes and service ducts not only results in a more systematic layout of pipes and ducts, it also translates into substantial economic savings in the construction of a multi-storey building. In this paper, ultimate load analysis of statically loaded simply supported pretensioned inverted T-beams with circular web openings is presented. Major findings relevant to ultimate load analysis of pretensioned beams with circular web openings are summarized. An attempt has been made to answer the frequently asked questions related to ultimate load analysis on multiple circular web openings. It has been shown that the analysis method for pretensioned beams with multiple large circular web openings can be further simplified without sacrificing rationality.
AB - The provision of transverse openings in floor beams to facilitate the passage of utility pipes and service ducts not only results in a more systematic layout of pipes and ducts, it also translates into substantial economic savings in the construction of a multi-storey building. In this paper, ultimate load analysis of statically loaded simply supported pretensioned inverted T-beams with circular web openings is presented. Major findings relevant to ultimate load analysis of pretensioned beams with circular web openings are summarized. An attempt has been made to answer the frequently asked questions related to ultimate load analysis on multiple circular web openings. It has been shown that the analysis method for pretensioned beams with multiple large circular web openings can be further simplified without sacrificing rationality.
UR - http://www.scopus.com/inward/record.url?scp=70350621900&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=70350621900&partnerID=8YFLogxK
U2 - 10.1007/s11709-009-0031-4
DO - 10.1007/s11709-009-0031-4
M3 - Article
AN - SCOPUS:70350621900
VL - 3
SP - 262
EP - 271
JO - Frontiers of Structural and Civil Engineering
JF - Frontiers of Structural and Civil Engineering
SN - 2095-2430
IS - 3
ER -