Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002)
This paper study the safety factor of timber connection designed with PKKI NI-5 (2002). Johansen yield model is used to evaluate the nominal design value of single bolted connection. Double-shear bolted connection, with the side members and the main member from wood, is chosen for this study. A com...
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| Format: | Article |
| Language: | English |
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Institut Teknologi Bandung
2005-04-01
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| Series: | Jurnal Teknik Sipil |
| Subjects: | |
| Online Access: | http://journals.itb.ac.id/index.php/jts/article/view/2664/1271 |
| _version_ | 1811264653754368000 |
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| author | Ali Awaludin |
| author_facet | Ali Awaludin |
| author_sort | Ali Awaludin |
| collection | DOAJ |
| description | This paper study the safety factor of timber connection designed with PKKI NI-5 (2002). Johansen yield model is
used to evaluate the nominal design value of single bolted connection. Double-shear bolted connection, with the side members and the main member from wood, is chosen for this study. A comparison study of safety factor
between SNI-5 (2002) and NDS for timber construction of U.S (1997) is also conducted. Finally, the safety factor is analyzed for both directions parallel and perpendicular to wood grain of four possible yield modes.
From the study, both SNI-5 (2002) and NDS (1997) use higher safety factor for bolted connection sustaining load perpendicular to grain than that sustaining load parallel to grain. Smaller safety factor is used in both codes when the plastic hinge of bolt is created such as the yield modes IIIs and IV. However, in this case, the safety factor of NDS is significantly much higher than that of SNI-5 (2002). |
| first_indexed | 2024-04-12T20:08:17Z |
| format | Article |
| id | doaj.art-9f902e663d90421f8b46fc25747b63e4 |
| institution | Directory Open Access Journal |
| issn | 0853-2982 2549-2659 |
| language | English |
| last_indexed | 2024-04-12T20:08:17Z |
| publishDate | 2005-04-01 |
| publisher | Institut Teknologi Bandung |
| record_format | Article |
| series | Jurnal Teknik Sipil |
| spelling | doaj.art-9f902e663d90421f8b46fc25747b63e42022-12-22T03:18:19ZengInstitut Teknologi BandungJurnal Teknik Sipil0853-29822549-26592005-04-01122879210.5614/jts.2005.12.2.4Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002)Ali AwaludinThis paper study the safety factor of timber connection designed with PKKI NI-5 (2002). Johansen yield model is used to evaluate the nominal design value of single bolted connection. Double-shear bolted connection, with the side members and the main member from wood, is chosen for this study. A comparison study of safety factor between SNI-5 (2002) and NDS for timber construction of U.S (1997) is also conducted. Finally, the safety factor is analyzed for both directions parallel and perpendicular to wood grain of four possible yield modes. From the study, both SNI-5 (2002) and NDS (1997) use higher safety factor for bolted connection sustaining load perpendicular to grain than that sustaining load parallel to grain. Smaller safety factor is used in both codes when the plastic hinge of bolt is created such as the yield modes IIIs and IV. However, in this case, the safety factor of NDS is significantly much higher than that of SNI-5 (2002).http://journals.itb.ac.id/index.php/jts/article/view/2664/1271bolted connectionyield modeand safety factor |
| spellingShingle | Ali Awaludin Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002) Jurnal Teknik Sipil bolted connection yield mode and safety factor |
| title | Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002) |
| title_full | Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002) |
| title_fullStr | Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002) |
| title_full_unstemmed | Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002) |
| title_short | Safety Factor of Timber Bolted-Connection Designed with SNI-5 (2002) |
| title_sort | safety factor of timber bolted connection designed with sni 5 2002 |
| topic | bolted connection yield mode and safety factor |
| url | http://journals.itb.ac.id/index.php/jts/article/view/2664/1271 |
| work_keys_str_mv | AT aliawaludin safetyfactoroftimberboltedconnectiondesignedwithsni52002 |