Slender beams (beams having a large section height to width ratio (????/????)) are commonly used in a structure
that needs a large bending moment capacity. However, the use of slender beams in a structure is susceptible
to overturning and torsion occurrence. Therefore, lateral bracing is usually placed in several points of the
beam to prevent lateral-torsional buckling. In this study, a three-point bending test was conducted to
evaluate the capacity of 250 mm x 50 mm x 2500 mm Laminated Veneer Lumber (LVL) beams made from
Sengon. Two lateral supports were placed at both ends to prevent the beam's lateral displacement. The
bending test result shows that the ultimate load of the LVL beam reach 27.88 kN before failure.
Furthermore, the LVL beams' bending capacity was calculated using the mechanical properties provided by
several previous studies. The LVL beam's capacity was predicted using manual calculation (based on SNI
7973: 2013) and numerical analysis. Numerical analysis was performed using ABAQUS software, and the
results were evaluated using the Tsai-Hill and maximum strain failure criterion. The results showed that the
maximum strain criterion provides a better prediction of the LVL beam's capacity than Tsai-Hill failure
criterion.
Rumpun Ilmu
Teknik Sipil
Bahasa Asli/Original Language
Bahasa Indonesia
Level
Nasional
Status
Dokumen Karya
No
Judul
Tipe Dokumen
Aksi
1
ALI_MKTS_LVL Perkuatan pada 2 tumpuan.pdf
[PAK] Full Dokumen
2
Bukti Korespondensi Artikel 13.pdf
[PAK] Bukti Korespondensi Penulis
3
Surat Keterangan Publikasi_13.pdf
Dokumen Pendukung Karya Ilmiah (Hibah, Publikasi, Penelitian, Pengabdian)
