Dictionary ထဲမွာ ၾကည္႔ရတာ အဆင္ေျပတဲ႔ babylon ကို ဒီမွာ ယူပါ။
ပထမ setup file ကို install လုပ္ပါ။
install လုပ္စဥ္ email ေပးရန္ မလိုပါ။
install လုပ္ျပီး update ကို ပိတ္ထားပါ။
ဒုတိယ .bof နဲ႔ ေနာက္ဆံုး bgl ကို Install လုပ္ပါ။
Sunday, May 23, 2010
Sunday, May 16, 2010
Cholesterol
First, we need to know how to read Food Labels and then check the Cholesterol Levels .
Here is Colesterol Content of some Foods.
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Here is Colesterol Content of some Foods.
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Sunday, May 09, 2010
Green Building
Green Building 101
Green Building Revolution
Green/Alternative Building Materials
Green Home Design
Green Building Design & Construction
Green Building 7 Key Concepts
Building Green
Green Building
LEED Certified Building
Green Building: Jobs of the Future
Energy-Efficient Building Systems
Energy Efficient Buildings and Appliances
Advances in Green Building & Green Development
U.S. Green Building Council Conference
Green Building Revolution
Green/Alternative Building Materials
Green Home Design
Green Building Design & Construction
Green Building 7 Key Concepts
Building Green
Green Building
LEED Certified Building
Green Building: Jobs of the Future
Energy-Efficient Building Systems
Energy Efficient Buildings and Appliances
Advances in Green Building & Green Development
U.S. Green Building Council Conference
Thursday, May 06, 2010
Reverse & Green
Logistics vs Reverse Logistics
Green Logistics
Supply Chain Management For A Better World
Ten Steps To A Greener Supply Chain
Future Supply Chain 2016
Green Careers In Supply Chain Management
Greening the Supply Chain
Green Logistics
Supply Chain Management For A Better World
Ten Steps To A Greener Supply Chain
Future Supply Chain 2016
Green Careers In Supply Chain Management
Greening the Supply Chain
Wednesday, May 05, 2010
BS to Euro
Standard Number BS 8110-1:1997
Title Structural use of concrete. Code of practice for design and construction
Status Superseded, Withdrawn
Publication Date 15 March 1997
Withdrawn Date 16 April 2010
Replaced By BS EN 1992-1-1:2004
Replaces BS 8110:Part 1:1985
List of Superseded British Standards that are to be withdrawn on 31 March 2010:
Loading for buildings
BS 6399-1:1996 Loading for buildings. Code of practice for dead and imposed loads
Superseded by EN 1991
BS 6399-2:1997 Loading for buildings. Code of practice for wind loads
Superseded by EN 1991
BS 6399-3:1988 Loading for buildings. Code of practice for imposed roof loads
Superseded by EN 1991
Structural use of concrete
BS 8110-1:1997 Structural use of concrete. Code of practice for design and construction
Superseded by EN 1992
BS 8110-2:1985 Structural use of concrete. Code of practice for special circumstances
Superseded by EN 1992
BS 8110-3:1985 Structural use of concrete. Design charts for singly reinforced beams, doubly reinforced beams and rectangular columns
Superseded by EN 1992
BS 8007: 1987 Code of practice for design of concrete structures for retaining aqueous liquids
Superseded by EN 1992
Structural use of steel
BS 5950-1:2000 Structural use of steelwork in building. Code of practice for design. Rolled and welded sections
Superseded by EN 1993
BS 5950-2:2001 Structural use of steelwork in building. Specification for materials, fabrication and erection. Rolled and welded sections
Superseded by EN 1994
BS 5950-3.1:1990 Structural use of steelwork in building. Design in composite construction. Code of practice for design of simple and continuous composite beams
Superseded by EN 1994
BS 5950-4:1994 Structural use of steelwork in building. Code of practice for design of composite slabs with profiled steel sheeting
Superseded by EN 1994
BS 5950-5:1998 Structural use of steelwork in building. Code of practice for design of cold formed thin gauge sections
Superseded by EN 1993
BS 5950-6:1995 Structural use of steelwork in building. Code of practice for design of light gauge profiled steel sheeting
Superseded by EN 1993
BS 5950-7: 1992 Structural use of steelwork in building. Specification for materials and workmanship: cold formed sections
Obsolescent
BS 5950-8:2003 Structural use of steelwork in building. Code of practice for fire resistant design
Superseded by EN 1993
BS 5950-9:1994 Structural use of steelwork in building. Code of practice for stressed skin design
Superseded by EN 1993
BS 449-2: 1969 Specification for the use of structural steel in building. Metric units
Superseded by EN 1993
BS 4604-1: 1970 Specification for the use of high strength grip bolts in structural steelwork. Metric series. General grade
Superseded by EN 1993
BS 4604-2: 1970 Specification for the use of high strength grip bolts in structural steelwork. Metric series. Higher grade (parallel shank)
Superseded by EN 1993
Structural use of timber
BS 5268-2:2002 Structural use of timber. Code of practice for permissible stress design, materials and workmanship
Superseded by EN 1995
BS 5268-3:2006 Structural use of timber. Code of practice for trussed rafter roofs
Superseded by EN 1995
BS 5268-4.1:1978 Structural use of timber. Fire resistance of timber structures. Recommendations for calculating fire resistance of timber members
Superseded by EN 1995
BS 5268-4.2:1990 Structural use of timber. Fire resistance of timber structures. Recommendations for calculating fire resistance of timber stud walls and joisted floor constructions
Superseded by EN 1995
BS 5268-5:1989 Structural use of timber. Code of practice for the preservative treatment of structural timber
Obsolescent
BS 5268-6.1:1996 Structural use of timber. Code of practice for timber frame walls. Dwellings not exceeding seven storeys
Superseded by EN 1995
BS 5268-6.2:2001 Structural use of timber. Code of practice for timber frame walls. Buildings other than dwellings not exceeding seven storeys
Superseded by EN 1995
BS 5268-7.1:1989 Structural use of timber. Recommendations for the calculation basis for span tables. Domestic floor joists
Superseded by EN 1995
BS 5268-7.2:1989 Structural use of timber. Recommendations for the calculation basis for span tables. Joists for flat roofs
Superseded by EN 1995
BS 5268-7.3:1989 Structural use of timber. Recommendations for the calculation basis for span tables. Ceiling joists
Superseded by EN 1995
BS 5268-7.4:1989 Structural use of timber. Ceiling binders
Superseded by EN 1995
BS 5268-7.5:1990 Structural use of timber. Recommendations for the calculation basis for span tables. Domestic rafters
Superseded by EN 1995
BS 5268-7.6:1990 Structural use of timber. Recommendations for the calculation basis for span tables. Purlins supporting rafters
Superseded by EN 1995
BS 5268-7.7:1990 Structural use of timber. Recommendations for the calculation basis for span tables. Purlins supporting sheeting or decking
Superseded by EN 1995
Structural use of masonry
BS 5628-1:2005 Code of practice for the use of masonry. Structural use of unreinforced masonry
Superseded by EN 1996
BS 5628-2:2005 Code of practice for use of masonry. Structural use of reinforced and prestressed masonry
Superseded by EN 1996
BS 5628-3:2005 Code of practice for use of masonry. Materials and components, design and workmanship
Superseded by EN 1996
Geotechnics
BS 8002:1994 Code of practice for earth retaining structures
Superseded by EN 1997-1
BS 8004: 1986 Code of practice for foundations
Superseded by EN 1997-1
Structural use of Aluminium
BS 8118-1:1991 Structural use of aluminium. Code of practice for design
Superseded by EN 1999
BS 8118-2:1991 Structural use of aluminium. Specification for materials, workmanship and protection
Superseded by EN 1999
Bridges
BS 5400-1:1988 Steel, concrete and composite bridges. General statement
Superseded by EN 1990, EN 1991
BS 5400-2: 2006 Steel, concrete and composite bridges. Specification for loads
Superseded by EN 1990, EN 1991
BS 5400-3:2000 Steel, concrete and composite bridges. Code of practice for design of steel bridges
Superseded by EN 1993
BS 5400-4: 1990 Steel, concrete and composite bridges. Code of practice for design of concrete bridges
Superseded by EN 1992
BS 5400-5:2005 Steel, concrete and composite bridges. Code of practice for design of composite bridges
Superseded by EN 1994
BS 5400-6: 1999 Steel, concrete and composite bridges. Specification for materials and workmanship, steel
Superseded by EN 1090-2
BS 5400-7:1978 Steel, concrete and composite bridges. Specification for materials and workmanship, concrete, reinforcement and prestressing tendons
Superseded by EN 1992
BS 5400-8: 1978 Steel, concrete and composite bridges. Recommendations for materials and workmanship, concrete, reinforcement and prestressing tendons
Superseded by EN 1992
BS 5400-9.1 and 9.2 bearings - not affected
BS 5400-10C: 1999 Steel, concrete and composite bridges. Charts for classification of details for fatigue
Towers, Masts and Chimneys
BS 8100-1:1986 Lattice towers and masts. Code of practice for loading Code of practice for loading
Superseded by EN 1993
BS 8100-2:1986 Lattice towers and masts. Guide to the background and use of Part 1 'Code of practice for loading'
Superseded by EN 1993
BS 8100-3:1999 Lattice towers and masts. Code of practice for strength assessment of members of lattice towers and masts
Superseded by EN 1993
BS 8100-4:1995 Lattice towers and masts. Code of practice for loading of guyed masts
Superseded by EN 1993
BS 4076:1989 Specification for steel chimneys
Superseded by EN 1993
Title Structural use of concrete. Code of practice for design and construction
Status Superseded, Withdrawn
Publication Date 15 March 1997
Withdrawn Date 16 April 2010
Replaced By BS EN 1992-1-1:2004
Replaces BS 8110:Part 1:1985
List of Superseded British Standards that are to be withdrawn on 31 March 2010:
Loading for buildings
BS 6399-1:1996 Loading for buildings. Code of practice for dead and imposed loads
Superseded by EN 1991
BS 6399-2:1997 Loading for buildings. Code of practice for wind loads
Superseded by EN 1991
BS 6399-3:1988 Loading for buildings. Code of practice for imposed roof loads
Superseded by EN 1991
Structural use of concrete
BS 8110-1:1997 Structural use of concrete. Code of practice for design and construction
Superseded by EN 1992
BS 8110-2:1985 Structural use of concrete. Code of practice for special circumstances
Superseded by EN 1992
BS 8110-3:1985 Structural use of concrete. Design charts for singly reinforced beams, doubly reinforced beams and rectangular columns
Superseded by EN 1992
BS 8007: 1987 Code of practice for design of concrete structures for retaining aqueous liquids
Superseded by EN 1992
Structural use of steel
BS 5950-1:2000 Structural use of steelwork in building. Code of practice for design. Rolled and welded sections
Superseded by EN 1993
BS 5950-2:2001 Structural use of steelwork in building. Specification for materials, fabrication and erection. Rolled and welded sections
Superseded by EN 1994
BS 5950-3.1:1990 Structural use of steelwork in building. Design in composite construction. Code of practice for design of simple and continuous composite beams
Superseded by EN 1994
BS 5950-4:1994 Structural use of steelwork in building. Code of practice for design of composite slabs with profiled steel sheeting
Superseded by EN 1994
BS 5950-5:1998 Structural use of steelwork in building. Code of practice for design of cold formed thin gauge sections
Superseded by EN 1993
BS 5950-6:1995 Structural use of steelwork in building. Code of practice for design of light gauge profiled steel sheeting
Superseded by EN 1993
BS 5950-7: 1992 Structural use of steelwork in building. Specification for materials and workmanship: cold formed sections
Obsolescent
BS 5950-8:2003 Structural use of steelwork in building. Code of practice for fire resistant design
Superseded by EN 1993
BS 5950-9:1994 Structural use of steelwork in building. Code of practice for stressed skin design
Superseded by EN 1993
BS 449-2: 1969 Specification for the use of structural steel in building. Metric units
Superseded by EN 1993
BS 4604-1: 1970 Specification for the use of high strength grip bolts in structural steelwork. Metric series. General grade
Superseded by EN 1993
BS 4604-2: 1970 Specification for the use of high strength grip bolts in structural steelwork. Metric series. Higher grade (parallel shank)
Superseded by EN 1993
Structural use of timber
BS 5268-2:2002 Structural use of timber. Code of practice for permissible stress design, materials and workmanship
Superseded by EN 1995
BS 5268-3:2006 Structural use of timber. Code of practice for trussed rafter roofs
Superseded by EN 1995
BS 5268-4.1:1978 Structural use of timber. Fire resistance of timber structures. Recommendations for calculating fire resistance of timber members
Superseded by EN 1995
BS 5268-4.2:1990 Structural use of timber. Fire resistance of timber structures. Recommendations for calculating fire resistance of timber stud walls and joisted floor constructions
Superseded by EN 1995
BS 5268-5:1989 Structural use of timber. Code of practice for the preservative treatment of structural timber
Obsolescent
BS 5268-6.1:1996 Structural use of timber. Code of practice for timber frame walls. Dwellings not exceeding seven storeys
Superseded by EN 1995
BS 5268-6.2:2001 Structural use of timber. Code of practice for timber frame walls. Buildings other than dwellings not exceeding seven storeys
Superseded by EN 1995
BS 5268-7.1:1989 Structural use of timber. Recommendations for the calculation basis for span tables. Domestic floor joists
Superseded by EN 1995
BS 5268-7.2:1989 Structural use of timber. Recommendations for the calculation basis for span tables. Joists for flat roofs
Superseded by EN 1995
BS 5268-7.3:1989 Structural use of timber. Recommendations for the calculation basis for span tables. Ceiling joists
Superseded by EN 1995
BS 5268-7.4:1989 Structural use of timber. Ceiling binders
Superseded by EN 1995
BS 5268-7.5:1990 Structural use of timber. Recommendations for the calculation basis for span tables. Domestic rafters
Superseded by EN 1995
BS 5268-7.6:1990 Structural use of timber. Recommendations for the calculation basis for span tables. Purlins supporting rafters
Superseded by EN 1995
BS 5268-7.7:1990 Structural use of timber. Recommendations for the calculation basis for span tables. Purlins supporting sheeting or decking
Superseded by EN 1995
Structural use of masonry
BS 5628-1:2005 Code of practice for the use of masonry. Structural use of unreinforced masonry
Superseded by EN 1996
BS 5628-2:2005 Code of practice for use of masonry. Structural use of reinforced and prestressed masonry
Superseded by EN 1996
BS 5628-3:2005 Code of practice for use of masonry. Materials and components, design and workmanship
Superseded by EN 1996
Geotechnics
BS 8002:1994 Code of practice for earth retaining structures
Superseded by EN 1997-1
BS 8004: 1986 Code of practice for foundations
Superseded by EN 1997-1
Structural use of Aluminium
BS 8118-1:1991 Structural use of aluminium. Code of practice for design
Superseded by EN 1999
BS 8118-2:1991 Structural use of aluminium. Specification for materials, workmanship and protection
Superseded by EN 1999
Bridges
BS 5400-1:1988 Steel, concrete and composite bridges. General statement
Superseded by EN 1990, EN 1991
BS 5400-2: 2006 Steel, concrete and composite bridges. Specification for loads
Superseded by EN 1990, EN 1991
BS 5400-3:2000 Steel, concrete and composite bridges. Code of practice for design of steel bridges
Superseded by EN 1993
BS 5400-4: 1990 Steel, concrete and composite bridges. Code of practice for design of concrete bridges
Superseded by EN 1992
BS 5400-5:2005 Steel, concrete and composite bridges. Code of practice for design of composite bridges
Superseded by EN 1994
BS 5400-6: 1999 Steel, concrete and composite bridges. Specification for materials and workmanship, steel
Superseded by EN 1090-2
BS 5400-7:1978 Steel, concrete and composite bridges. Specification for materials and workmanship, concrete, reinforcement and prestressing tendons
Superseded by EN 1992
BS 5400-8: 1978 Steel, concrete and composite bridges. Recommendations for materials and workmanship, concrete, reinforcement and prestressing tendons
Superseded by EN 1992
BS 5400-9.1 and 9.2 bearings - not affected
BS 5400-10C: 1999 Steel, concrete and composite bridges. Charts for classification of details for fatigue
Towers, Masts and Chimneys
BS 8100-1:1986 Lattice towers and masts. Code of practice for loading Code of practice for loading
Superseded by EN 1993
BS 8100-2:1986 Lattice towers and masts. Guide to the background and use of Part 1 'Code of practice for loading'
Superseded by EN 1993
BS 8100-3:1999 Lattice towers and masts. Code of practice for strength assessment of members of lattice towers and masts
Superseded by EN 1993
BS 8100-4:1995 Lattice towers and masts. Code of practice for loading of guyed masts
Superseded by EN 1993
BS 4076:1989 Specification for steel chimneys
Superseded by EN 1993
Tuesday, May 04, 2010
Monday, May 03, 2010
C912 & C921
LTA Awards 2 Downtown Line Contracts
1. The Land Transport Authority (LTA) is pleased to announce the award of two contracts C912 and C921 with an approximate value of S$1.26 billion for the Downtown Line Stage 2 (DTL2) project.
Contract 912
2. Contract 912 is for the design and construction at Bukit Panjang station and its associated tunnels. It has been awarded to Lum Chang Building Contractors Pte Ltd at approximately S$452.4 million.
3. The Bukit Panjang station is also a Civil Defence (CD) shelter and is located along Upper Bukit Timah Road at the junction of Bukit Panjang and Choa Chu Kang Road / Woodlands Road.
4. Lum Chang Building Contractors Pte Ltd is a local contractor with extensive experience in the construction of both rail and building projects. Their on-going Circle Line projects with LTA via a joint venture with Nishimatsu Construction Co., Ltd for Contracts 823 Mountbatten, Dakota & Paya Lebar stations and associated tunnels, and Contract 828 Nicoll Highway & Stadium stations and associated tunnels, are nearing completion.
Contract 921
5. Contract 921 for the design and construction of Rochor and Little India stations and associated tunnels has been awarded to SsangYong Engineering & Construction Co., Ltd for a contract sum of S$803.3 million.
6. SsangYong Engineering & Construction Co., Ltd. is a South Korean company with expertise in a diverse range of large-scale civil engineering and infrastructural projects. The company has extensive transit construction experience in Korea and building works experience in Singapore. Among the company's notable achievements in Singapore are the Suntec City and Raffles City (comprising the 73-storey Swissotel). It is also building the mega project Marina Bay Sands IR Hotel Package in Singapore. SsangYong constructed many subway projects in Seoul and other major cities. The company has also completed nine highway projects in countries such as Kuwait, India and Indonesia.
7. Construction of the three stations is scheduled to commence in the third quarter of 2009 and targeted to complete by 2015.
About Downtown Line 2
8. The 40-kilometre DTL will be mostly underground and will be built in three stages. When completed, the DTL will facilitate direct travel from the northwestern and eastern areas of the island to the Central Business District (CBD) and the Marina Bay. It will also provide a strategic transport link to support the development of the Marina Bay area. The entire DTL is scheduled for completion in 2016.
9. DTL2 will be built fully underground. The 16.6-kilometre long rapid transit system will comprise of 12 stations and one depot. When completed in 2015, DTL2 will link commuters from the Bukit Timah corridor to the North East Line (NEL), North South Line (NSL) and Circle Line (CCL) respectively, giving them greater accessibility to the rest of the island and significantly improving travel time. It will link the north-western part of the island through DTL1 to commercial, residential and entertainment developments in the Marina Bay area.
Attached:
Annex 1 - Map of Contract 912
Annex 2 - Map of Contract 921
Annex 3 - Map of DTL
1. The Land Transport Authority (LTA) is pleased to announce the award of two contracts C912 and C921 with an approximate value of S$1.26 billion for the Downtown Line Stage 2 (DTL2) project.
Contract 912
2. Contract 912 is for the design and construction at Bukit Panjang station and its associated tunnels. It has been awarded to Lum Chang Building Contractors Pte Ltd at approximately S$452.4 million.
3. The Bukit Panjang station is also a Civil Defence (CD) shelter and is located along Upper Bukit Timah Road at the junction of Bukit Panjang and Choa Chu Kang Road / Woodlands Road.
4. Lum Chang Building Contractors Pte Ltd is a local contractor with extensive experience in the construction of both rail and building projects. Their on-going Circle Line projects with LTA via a joint venture with Nishimatsu Construction Co., Ltd for Contracts 823 Mountbatten, Dakota & Paya Lebar stations and associated tunnels, and Contract 828 Nicoll Highway & Stadium stations and associated tunnels, are nearing completion.
Contract 921
5. Contract 921 for the design and construction of Rochor and Little India stations and associated tunnels has been awarded to SsangYong Engineering & Construction Co., Ltd for a contract sum of S$803.3 million.
6. SsangYong Engineering & Construction Co., Ltd. is a South Korean company with expertise in a diverse range of large-scale civil engineering and infrastructural projects. The company has extensive transit construction experience in Korea and building works experience in Singapore. Among the company's notable achievements in Singapore are the Suntec City and Raffles City (comprising the 73-storey Swissotel). It is also building the mega project Marina Bay Sands IR Hotel Package in Singapore. SsangYong constructed many subway projects in Seoul and other major cities. The company has also completed nine highway projects in countries such as Kuwait, India and Indonesia.
7. Construction of the three stations is scheduled to commence in the third quarter of 2009 and targeted to complete by 2015.
About Downtown Line 2
8. The 40-kilometre DTL will be mostly underground and will be built in three stages. When completed, the DTL will facilitate direct travel from the northwestern and eastern areas of the island to the Central Business District (CBD) and the Marina Bay. It will also provide a strategic transport link to support the development of the Marina Bay area. The entire DTL is scheduled for completion in 2016.
9. DTL2 will be built fully underground. The 16.6-kilometre long rapid transit system will comprise of 12 stations and one depot. When completed in 2015, DTL2 will link commuters from the Bukit Timah corridor to the North East Line (NEL), North South Line (NSL) and Circle Line (CCL) respectively, giving them greater accessibility to the rest of the island and significantly improving travel time. It will link the north-western part of the island through DTL1 to commercial, residential and entertainment developments in the Marina Bay area.
Attached:
Annex 1 - Map of Contract 912
Annex 2 - Map of Contract 921
Annex 3 - Map of DTL
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