cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Putu Aryastana
Contact Email
aryastanaputu@warmadewa.ac.id
Phone
+6281222788222
Journal Mail Official
paduraksa.sipil@gmail.com
Editorial Address
Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia
Location
Kota denpasar,
Bali
INDONESIA
Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 1 Documents
 1 
Search results for , issue "76-84" : 1 Documents clear
ANALISIS KEKUATAN ATAP KUBAH DENGAN STRUKTUR RANGKA KAYU KELAPA P. Adi Yasa; Decky Cipta Indrashwara
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 76-84
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.12.1.6076.76-84

Abstract

The dome roof truss structure with coconut wood is an innovation initiated by CV. Bali Mandala on one of their projects located in Hawaii. Where the main material uses coconut wood which has been treated first to increase termite and fire resistance. This dome roof has a unique floral patterned truss structure, because of this unusual shape of the structure, so to ensure that the structure is safe and can be marketed widely, it is necessary to complete a feasibility test. The limited facilities for direct wind load testing are the reasons why analysis with three-dimensional (3D) computer modeling is needed. To be able to obtain the appropriate structural behavior between reality and the 3D model, validation was carried out by trial and error on the elasticity of the wood to obtain the appropriate deformation between the structure in the field and the 3D model. The validated 3D model is provided with roof loads, wind and snow loads following ASCE 7-22 provisions for the Hawaii area. From the combination of service load (D+Lr) the maximum deformation is 20.7 mm while the maximum allowable deflection is 30 mm. The tensile, compressive, shear, and flexural capacity of wooden elements, is checked based on the Allowable Stress Design Method (ASD) SNI 7973: 2013, where the compressive, tensile, shear, and flexural stresses due to the load are smaller than the allowable stress. So, from the results of stress control and deflection which are still below the limit value, it can be said that the dome roof with the coconut wood frame structure is safe and can be applied.

Page 1 of 1 | Total Record : 1

 1 

Filter by Year

0000


Reset
Filter By Issues
All Issue Vol. 13 No. 1 (2024) Vol. 12 No. 2 (2023) Vol. 12 No. 1 (2023) Vol. 11 No. 2 (2022) Vol. 11 No. 1 (2022) Vol. 10 No. 2 (2021) Vol. 10 No. 1 (2021) Vol. 9 No. 2 (2020) Vol. 9 No. 1 (2020) Vol. 8 No. 2 (2019) Vol. 8 No. 1 (2019) Vol. 7 No. 2 (2018) Vol. 7 No. 1 (2018) Vol. 6 No. 2 (2017) Vol. 6 No. 1 (2017) Vol. 5 No. 2 (2016) Vol. 5 No. 1 (2016) Vol. 4 No. 2 (2015) Vol. 4 No. 1 (2015) Vol. 3 No. 2 (2014) Vol. 3 No. 1 (2014) 244-249 235-243 228-234 218-227 217-224 211-216 204-210 203-217 199-203 195-202 187-198 186-194 179-185 177-186 172-178 167-176 166-173 166-171 160-165 159-166 153-159 152-165 148-158 142-151 138-147 137-152 134-141 131-137 127-136 121-126 120-133 120-130 114-120 112-119 111-119 106-113 105-111 97-110 97-105 97-104 89-96 87-96 85-96 81-88 76-86 76-84 74-80 69-75 66-75 64-73 60-68 54-63 53-65 48-53 46-59 44-52 41-47 36-43 36-40 35-45 30-35 26-35 21-34 21-29 18-25 14-20 11-17 10-20 8-13 1-10 1-9 1-7 More Issue