Preliminary design of beam
before going to give properties to the structure in the staad pro preliminary design have to be done to find out the dimensions of beam
Desain dinding geser beton bertulang menggunakan software ETABSAfret Nobel
Desain dinding geser beton bertulang menggunakan software ETABS adalah langkah-langkah dalam mendesain dinding geser / shear wall menggunakan software etabs.
Preliminary design of beam
before going to give properties to the structure in the staad pro preliminary design have to be done to find out the dimensions of beam
Desain dinding geser beton bertulang menggunakan software ETABSAfret Nobel
Desain dinding geser beton bertulang menggunakan software ETABS adalah langkah-langkah dalam mendesain dinding geser / shear wall menggunakan software etabs.
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. Rules from EN 1998-1-1 for global analysis, regularity criteria, type of analysis and verification checks are presented. Detail design rules for concrete beam, column and shear wall, from EN 1998-1-1 and EN1992-1-1 are presented. This guide covers the design of orthodox members in concrete frames. It does not cover design rules for steel frames. Certain practical limitations are given to the scope.
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
Design of concrete structures-Nilson-15th-EditionBahzad5
DESIGN of
CONCRETE
STRUCTURES
Fifteenth Edition
David Darwin
Ph.D., P.E., Distinguished Member of ASCE
Fellow of ACI, Fellow of SEI
Deane E. Ackers Distinguished Professor and Chair
of Civil, Environmental & Architectural Engineering
University of Kansas
Charles W. Dolan
Ph.D., P.E., Honorary Member of ACI
Fellow of PCI
H. T. Person Professor of Engineering, Emeritus
University of Wyoming
Arthur H. Nilson
Ph.D., P.E., Honorary Member of ACI
Fellow of ASCE
Late Professor of Structural Engineering
Cornell University
Erbil Polytechnic University
Erbil Technical Engineering College
#Reinforced Concrete.
Balok komposit merupakan balok yang terbuat dari baja, tetapi terdapat beton di atas balok tersebut. Untuk mengetahui kekuatan tersebut maka dihitunglah menggunakan metode aplikasi Excel
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. Rules from EN 1998-1-1 for global analysis, regularity criteria, type of analysis and verification checks are presented. Detail design rules for concrete beam, column and shear wall, from EN 1998-1-1 and EN1992-1-1 are presented. This guide covers the design of orthodox members in concrete frames. It does not cover design rules for steel frames. Certain practical limitations are given to the scope.
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
Design of concrete structures-Nilson-15th-EditionBahzad5
DESIGN of
CONCRETE
STRUCTURES
Fifteenth Edition
David Darwin
Ph.D., P.E., Distinguished Member of ASCE
Fellow of ACI, Fellow of SEI
Deane E. Ackers Distinguished Professor and Chair
of Civil, Environmental & Architectural Engineering
University of Kansas
Charles W. Dolan
Ph.D., P.E., Honorary Member of ACI
Fellow of PCI
H. T. Person Professor of Engineering, Emeritus
University of Wyoming
Arthur H. Nilson
Ph.D., P.E., Honorary Member of ACI
Fellow of ASCE
Late Professor of Structural Engineering
Cornell University
Erbil Polytechnic University
Erbil Technical Engineering College
#Reinforced Concrete.
Balok komposit merupakan balok yang terbuat dari baja, tetapi terdapat beton di atas balok tersebut. Untuk mengetahui kekuatan tersebut maka dihitunglah menggunakan metode aplikasi Excel
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
With over 50 years involvement in highly demanding markets where security and reliability are requested, Crouzet Switches, specialist in snap-action electrical switching brings peace of mind to design engineers through expert product support, in-depth knowledge of application design constraints and related standards and approvals issues.
http://www.crouzet-switches.com
Follow us on LinkedIn: https://www.linkedin.com/company/crouzet-switches
Crouzet Switches is a brand of InnoVista Sensors™.
InnoVista Sensors™ : your trusted partner of choice to face industrial challenges of today and tomorrow.
InnoVista Sensors™ is a worldwide industrial specialist of sensors, controllers and actuators for automated systems.
Through its brands, Crouzet Aerospace, Crouzet Automation, Crouzet Control, Crouzet Motors, Crouzet Switches and Systron Donner Inertial, InnoVista Sensors™ offers a wide range of reliable, efficient and customizable components dedicated to the Aerospace & Defence, Transportation and Industrial market and segments.
Thanks to the recognized expertise of its teams and a strong innovation policy, InnoVista Sensors™ brings performance enhancing solutions to its customers worldwide.
www.innovistasensors.com
Brochure from Schiedel. This forms part of our flue and chimney range and can be used with acknowledgement to Schiedel Chimney Systems Ltd. as well as a link to the original source at www.schiedel.com/uk
Schiedel's chimney flue range includes flue systems for residential and commercial applications. A typical flue installation includes steel chimney pipe or mineral pipe or module components from the heat source appliance (a stove, biomass or gas appliance for example) to it's termination point above the roof. Support is required for internal and external chimney systems.
Schiedel specialise in wood burning appliances and flues, which are a renewable way of avoiding constant gas or electricity usage when looking at a secondary heat source. Even heat pumps are problematic with severe temperature drops, so a secondary source is always needed.
SEB Cable Laying & Cable Pulling Equipment enables the installation of LV-HV power, fibre optic, telecoms, subsea cables and umbilicals into cable duct or cable trench.
T&D service utilities, power, construction, rail, mining, street lighting, subsea, offshore, oil, gas and petrochemical industries with global market leading SEB Cable Laying & Cable Pulling Equipment.
T&D distribute the complete range of SEB Cable Pulling and Cable Laying Equipment for low and high voltage (LV-HV) power cable installations into underground trench or cable duct - this includes XLPE, PILC, EPR, waveform, service cables, triplex, 11kV, 33kV, EHV, fibre optic, telecoms and street lighting cables. We supply cable rollers, cable socks, cable jacks, drum trailers, cable pulling lubricant, underground cable protection (Stokbord & Tape Tile Cable Covers) and conduit duct rod - we service the utility cable laying contractor, electrical contractor and export markets.
SEB Cable Laying Solutions for Renewable Energy Projects
A comprehensive cable laying package includes cable rollers (straight and corner), cable drum jacks, cable winches and cable socks including stainless steel socks for pulling large diameter, high voltage subsea power cables and umbilicals up to 400kV.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
2. VSL has developed a new anchorage desi-
gned to satisfy the increasing expectations
of the construction industry. The VSL GC
type anchorage is an evolution optimizing
new requirements with well proven materi-
als while maximizing cost effectiveness.
The result is:
– lighter components
– ease of handling and placing
– fatigue resistance according to interna-
tional guidelines and standards
The challenge for the VSL R&D Depart-
ment was to further develop the EC and
SC anchorage systems and to enhance
the market friendliness. VSL has a long
tradition in developing post-tensioning:
revolutionary in 1966 as the first with
strands, later on, in 1974 and 1992 with
the introduction of casting (EC) and
composite material (CS), and finally today
with the GC System.
The GC consists of standardized anchorage
units using up to thirty-seven 15mm
(0.6”) diameter strands and can be used
with both steel or plastic PT-PLUS®
ducts. Equipped with an additional retai-
ner plate, the GC anchorage can also be
used as a dead-end anchorage. It can be
used for couplers and external cables.
The VSL GC System is compatible with
ETAG (European Technical Approval Guide-
lines) and other state approval require-
ments. It has also been tested at cryogenic
temperatures for its use in LNG/LPG tanks.
Installed anchorage type GC 6-27
Fixing of casting at recess former
VSL’S LATEST FOR POST-TENSIONING
Meets ETAG with
proven materials
PT-PLUS ®
duct system for
enhanced corrosion protection
3. Y O U R Q U A L I T Y P A R T N E R
Technical data and characteristics
Strand properties
Strand type
15 mm (0.6”)
prEN 10138 – 3 (2006)
Y1770S7 / Y1860S7
ASTM
A 416-06
Grade 270
Nominal diameter d (mm) 15.7 15.2
Nominal cross section Ap (mm2
) 150 140
Nominal mass M (kg/m) 1.17 1.10
Nominal yield strength fp0,1k (MPa) 1560 / 16401)
16762)
Nominal tensile strength fpk (MPa) 1770 / 1860 1860
Nominal breaking load Fpk (kN) 265.5 / 279 260.7
Young’s modulus (GPa) approx. 195
Relaxation3)
after 1000 h at 20 °C and 0.7 x Fpk (%) max. 2.5
1) Characteristic value measured at 0.1 % permanent extension
2) Minimum load at 1 % extension for low-relaxation strand
3) Valid for relaxation class acc. to prEN 10138-3, or low-relaxation grade acc. to ASTM A 416-06
Duct dimensions
Duct diameter for steel and PT-PLUS®
duct
Inside duct diameter: d
Outside diameter: D
Tendon unit 0.6” Steel duct1)
minimum (mm) d/D
PT-PLUS® 2)
plastic duct (mm)
d/D
6-3 40/45 -
6-4 45/50 -
6-7 55/62 58/63
6-12 75/82 76/81
6-19 90/97 100/106
6-22 100/107 100/106
6-27 110/117 115/121
6-31 120/127 130/136
6-37 130/137 130/136
1) The dimensions given are according our ETAG documents. Bigger diameters are possible
2) VSL PT-PLUS®
ducts for 3 and 4 strands are not available
3) Dimensions are subject to modification
Duct spacing and cover
Standard steel duct
In determining minimum spacings and
concrete cover requirements, reference
should be made to applicable standards
and recommendations.
VSL Protection Shells are recommended to
be fixed on the duct at tendon supports for
tendon radii R <_ 2 Rmin
(see next page).
PT-PLUS®
plastic duct with protection shell PT-PLUS®
duct coupler
– Half-shell
– Clamp
4. F O R M O R E
Technical data and characteristics
Main data
Tendon unit 0.6“ Dimensions 0.6“
A B1 B2 C D
6-3 130 120 -* 50 95
6-4 140 120 -* 55 110
6-7 180 135 -* 60 135
6-12 230 220 -* 75 170
6-19 290 150 300 95 200
6-22 325 150 490 100 220
6-27 350 170 450 110 240
6-31 375 170 410 120 260
6-37 410 170 600 135 280
Dimensions in mm Subject to modification
* These castings have no trumpet
Max. prestressing force may be applied when concrete reaches 80% of its nominal strength. Max. prestressing force is 75% of min. tendon breaking load (temporary overstressing
to 80%).
Where PT-PLUS®
plastic ducts are used the trumpets for the GC have short, profiled extensions for PT-PLUS®
coupling.
Stressing anchorage VSL type GC
Minimum radius of tendon curvature and minimum tangent length
min.
R
min.L
Friction
The following values may be assumed when using the equation Px
= P0
. e-μ (a + D φ x)
Range Recommended value
Steel duct
μ = 0.16 to 0.20
Dφ = 0.004 to 0.008 m-1
μ = 0.18
Dφ = 0.006 m-1
PT-PLUS®
plastic duct
μ = 0.10 to 0.14
Dφ = 0.005 to 0.012 m-1
μ = 0.14
Dφ = 0.007 m-1
Rmin
= 3 x Fpk
{MN} >_ 2.5m
Lmin
= 0.8m for Fpk
<_ 2MN
= 1.0m for Fpk
>_ 2MN
<_ 7MN
= 1.5m for Fpk
>_ 7MN
√
Grout and local zone reinforcement are
not shown. Spirals and/or rectangular
stirrups are, however, required to control
local zone stresses. Please contact the
nearest VSL representative.
5. The GC anchorage system has gained
worldwide acceptance for many projects.
In addition to its ease of handlings,
customers particularly appreciate its
compatibility with international standards
and guidelines.
Flyover Palembang – South Sumatra, Indonesia (2008)
LNG Tank – Fujian, PR China (2007)
Suvarnabhumi Airport – Bangkok, Thailand (2008)LNG Tank – Shanghai, PR China (2007-2009)
Y O U R Q U A L I T Y P A R T N E R
6. VSL LOCATIONS
HEADQUARTER
VSL International Ltd.
Scheibenstrasse 70 – Bern
CH-3014 – Switzerland
Phone: +41 58 456 30 30
Fax: +41 32 613 30 55
Americas
ARGENTINA
VSL Sistemas Especiales de
Construcción Argentina S.A.
BUENOS AIRES
Phone: +54 11 4 326 06 09
Fax: +54 11 4 326 26 50
BOLIVIA
Postensados de Bolivia
San Miguel, La Paz
Phone: +591 2 2770 338
Fax: +591 2 2796 183
CHILE
VSL Sistemas Especiales de
Construcción S.A.
SANTIAGO
Phone: +56 2 571 6700
Fax: +56 2 233 67 39
COLOMBIA
Sistemas Especiales de
Construcción Ltda.
BOGOTA
Phone: +57-1-620 96 34
Fax: +57-1-620 58 16
MEXICO
VSL Corporation Mexico S.A.
de C.V.
DISTRITO FEDERAL
Phone: +52 53 96 86 21
Fax: +52 53 96 84 88
UNITED STATES
VStructural LLC
BALTIMORE, MD
Phone: +1 410 850 7000
Fax: +1 410 850 4111
VENEZUELA
Gestión de Obras y Construc-
ciones C.A.
CARACAS
Phone: +58-212 941 86 75
Fax: +58-212 941 86 75
Middle East
UNITED ARAB EMIRATES
VSL Middle East LLC
DUBAI, UAE
Phone: + 971 4 333 6262
Fax: + 971 4 333 0008
Africa
EGYPT
Matrix Engineering Company
CAIRO
Phone: +20-2-344 19 00
Fax: +20-2-346 04 57
MOROCCO
Renfor-bat
Tanger
Phone: +212 39 95 80 87
Fax: +212 39 95 80 85
SOUTH AFRICA
Tsala-RMS Construction
Solutions (Pty) Ltd
Johannesburg
Phone: +27 11 878-6820
Fax: +27 11 878-6821
Europe
AUSTRIA
Grund- Pfahl- und Sonderbau
GmbH
HIMBERG
Phone: +43 2235 87 777
Fax: +43 2235 86 561
CZECH REPUBLIC
VSL Systemy (CZ), s.r.o.
PRAGUE
Phone: +420 2 51 09 16 80
Fax: + 420 2 51 09 16 99
FRANCE
VSL France S.A.
LAbege
Phone : +33 05 61 00 96 59
Fax : + +33 05 61 00 96 62
GERMANY
VSL Systems GmbH
BERLIN
Phone: +49 30 53 01 35 32
Fax +49 30 53 01 35 34
GREAT BRITAIN
VSL Systems (UK) Ltd
BEDFORDSHIRE
Phone +41 58 456 30 30
Fax +41 58 456 30 35
NETHERLAND
Heijmans Beton en Waterbouw
B.V.
ROSMALEN
Phone : +31 73 543 66 02
Fax : + 31 73 543 66 11
NORWAY
VSL Norge A/S
STAVANGER
Phone : +47 51 52 50 20
Fax : + 47 51 56 27 21
PORTUGAL
VSL Sistemas Portugal
Pre-Esforço, Equipamento e
Montagens SA
S. Domingos de Rana
Phone: +351 21 445 83 10
Fax: +351 21 444 63 77
VSL GEO
Sistemas de Aplicação em
Geotecnia SA
S. DOMINGOS DE RANA
Phone: +351 21 445 83 10
Fax: + 351 21 445 83 28
SPAIN
CTT Stronghold
BARCELONA
Phone: +34 93 289 23 30
Fax: +34 93 289 23 31
VSL-SPAM, S.A.
BARCELONA
Phone: +34 93 846 70 07
Fax: +34 93 846 51 97
SWEDEN
Internordisk Spännarmering
AB
VÄSTERHANINGE
Phone: +46 8-500 738 20
Fax: +46 8 753 49 73
SWITZERLAND
VSL (Switzerland) Ltd.
SUBINGEN
Phone: +41 58 456 30 30
Fax: +41 58 456 30 15
VSL (Suisse) SA
ST-LEGIER
Phone: +41 58 456 30 00
Fax: +41 58 456 30 95
TURKEY
MEGA YAPI Construction &
Trade Co. Ltd.
ANKARA
Phone : +90.312.490 90 66
Fax : +90.312.490 90 55
Asia
BRUNEI
VSL Systems (B) Sdn. Bhd.
BRUNEI DARUSSALAM
Phone: +6732380153/381 827
Fax: +673 2 381 954
CHINA PRC
VSL (China) Engineering
Corp. Ltd.
HEFEI
Phone: +86 551 382 29 18
Fax: +86 551 382 28 78
HONG KONG
VSL Hong Kong Ltd.
Chai Wan
Phone: +852 2590 2288
Fax: +852 2590 0290
Intrafor Hong Kong Ltd.
Chai Wan
Phone : +852 2836 3112
Fax : +852 2591 6139
FT Laboratories Ltd
PING CHE
Phone: +852 2758 4861
Fax: +852 2758 8962
INDIA
VSL India Private Ltd.
CHENNAI
Phone: +91 44 4225 11 11
Fax: +91 44 4225 10 10
INDONESIA
PT VSL Indonesia
JAKARTA
Phone: +62 21 570 0786
Fax: +62 21 573 1217
JAPAN
VSL Japan Corporation
TOKYO
Phone: +81 3 3346 8913
Fax: + 81 3 3345 9153
KOREA
VSL Korea Co. Ltd.
SEOUL
Phone: +82 2 553 82 00
Fax: +82 2 553 82 55
MALAYSIA
VSL Engineers (M) Sdn. Bhd.
KUALA LUMPUR
Phone: +60 3 7981 4742
Fax: +60 3 7981 8422
PHILIPPINES
VSL Philippines Inc.
PASIG City
Phone: +632 672 1703
Fax: +632 672 1395
SINGAPORE
VSL Singapore Pte. Ltd.
SINGAPORE
Phone: +65 6559 1222
Fax: +65 6257 7751
TAIWAN
VSL Taiwan Ltd.
TAIPEI
phone : +886 2 2759 6819
Fax: +886 2 2759 6821
THAILAND
VSL (Thailand) Co. Ltd.
BANGKOK
Phone: +66 2 679 76 15-19
Fax: +66 2 679 76 45
VIETNAM
VSL Vietnam Ltd.
HANOI
Phone: +844 9 76 50 88
Fax: +844 9 76 50 89
Ho Chi Minh City
Phone : +84 88 106 817
Fax : +84 8 9102 596
Australia/Pacific
AUSTRALIA
VSL Australia Pty Ltd
NEW SOUTH WALES
Phone: +61 2 9 484 5944
Fax: +61 2 9 875 3894
QUEENSLAND
Phone: +61 7 3265 64 00
Fax +61 7 3265 75 34
VICTORIA and SOUTHERN
Phone: +61 3 979 503 66
Fax: +61 3 979 505 47
F O R M O R E