This document discusses foundations for buildings. Foundations spread the load of the building to the ground to limit soil settlement. Foundations must be located safely and distribute dead, live, and wind loads appropriately. There are shallow and deep foundations. Good foundation design ensures loads are distributed economically, safely, and without movement during/after construction. Methods for foundation design include site investigation, load analysis, foundation material selection, and working drawings. Load bearing capacity depends on soil analysis and testing. Techniques to increase capacity include deeper foundations and soil compaction. Settlement and differential settlement can occur and techniques aim to reduce them, like raft foundations. Foundation type selection considers soil conditions, building type/loads, costs, and surroundings.
This document discusses foundations for buildings. Foundations spread the load of the building to the ground to limit soil settlement. Foundations must be located safely and distribute dead, live, and wind loads appropriately. There are shallow and deep foundations. Good foundation design ensures loads are distributed economically, safely, and without movement during/after construction. Methods for foundation design include site investigation, load analysis, foundation material selection, and working drawings. Load bearing capacity depends on soil analysis and testing. Techniques to increase capacity include deeper foundations and soil compaction. Settlement and differential settlement can occur and techniques aim to reduce them, like raft foundations. Foundation type selection considers soil conditions, building type/loads, costs, and surroundings.
CADmantra Technologies pvt. Ltd. is a CAD Training institute specilized in producing quality and high standard education and training. We are providing a perfact institute for the students intersted in CAD courses CADmantra is established by a group of engineers to devlop good training system in the field of CAD/CAM/CAE, these courses are widely accepted worldwide.
#catiatraining
#ANSYS #CRE-O
#hypermesh
#Automobileworkshops
#enginedevelopment
#autocad
#sketching
IS 13920 1993 ductile detailing of RCC structures subjected to seismic force...RAJESH JAIN
This document summarizes key aspects of IS 13920-1993, the Indian code of practice for ductile detailing of reinforced concrete structures subjected to seismic forces. It outlines performance criteria for moderate and large earthquakes. The code provides details for ductile reinforcement in beams, columns, joints, shear walls and other elements to enable structures to absorb energy during earthquakes and avoid sudden collapse. Figures illustrate recommended ductile detailing practices for longitudinal and transverse reinforcement in beams, columns, and other structural elements.
The document provides design details for a rectangular concrete tank with three chambers. It discusses load combinations and factors used by the Portland Cement Association (PCA) that differ slightly from American Concrete Institute (ACI) specifications. An interior wall and short exterior wall of the tank are then designed. The interior wall is designed for both vertical and horizontal bending using #8 bars spaced at 6 inches and 8 inches, respectively. The short exterior wall uses a 14 inch thickness with #6 bars at 8 inches for vertical bending to resist a moment of 28,672 lb-ft/ft.
This document discusses design specifications for ductile reinforced concrete buildings to withstand earthquakes. It defines ductile materials as those that can undergo large deformation without breaking. Design and construction must follow IS 456-2000, except where modified. Flexural members like beams and slabs must have a width to depth ratio over 3.0 and width over 200mm. Depth should not exceed 1/4 of clear span. Longitudinal reinforcement resists bending. At least two top and bottom bars are needed. Web reinforcement in stirrups prevents bulging and buckling of longitudinal bars. Transverse reinforcement in columns prevents buckling. Special confining reinforcement is also discussed.
The document discusses the design and estimation of an Intze tank. It includes an abstract that describes the need for water storage and supply. It then covers various topics related to designing water tanks such as estimating water demand based on population and consumption rates, classifying different types of water tanks, design requirements for concrete water tanks, and the design of specific elements like domes and overhead tanks. The document aims to provide theory and guidelines for designing a reinforced concrete elevated circular water tank with a domed roof and conical base using the working stress method.
Waterproofing prevents the passage of liquid water through structures and is important to apply where hydrostatic pressure may occur. It can be applied to the positive or negative side of structures. Common types include sheet membranes, liquid waterproofing, and bentonite or cementitious waterproofing. The document discusses definitions of waterproofing versus damp-proofing, why waterproofing is necessary to prevent structural damage, where and how water can enter structures, and appropriate locations and types of waterproofing applications.
Introduction & under ground water tank problemdhineshkumar002
The document discusses the design of an underground rectangular reinforced concrete water tank. It provides steps for calculating earth pressure, determining member thicknesses, and designing reinforcement for the long walls, short walls, and roof slab. The long walls are designed as vertical cantilevers and the short walls as continuous slabs. Reinforcement is checked for bending and cracking stresses. The example shows calculating load intensities, bending moments, required depths and areas of steel for the tank walls and slab according to code specifications.
This document appears to be a project report for designing a sump well with a capacity of 200 kl at the NRI campus in Bhopal, India. It includes sections on introduction, campus details, water requirements, design of the sump well, pump house, and various cost estimates. The project involves designing critical water infrastructure for the campus including a sump well to store water, meeting the daily water needs of the campus population.
Behavior of rc structure under earthquake loadingBinay Shrestha
The document discusses reasons why reinforced concrete (RC) structures fail during earthquakes and measures to improve their performance. Key points include:
1) RC buildings often fail due to design deficiencies like ignoring concepts of strong columns-weak beams or having soft stories, or construction defects like weak joints or improper reinforcement detailing.
2) Measures to improve performance include following design concepts of strong columns-weak beams and designing soft story elements to withstand higher forces, as well as improving construction quality of joints and reinforcement details.
3) Other factors that can lead to failure are short column effects, torsional forces from asymmetric shapes, and disturbance of the load path through the structure.
This document discusses ductile detailing of reinforced concrete (RC) frames according to Indian standards. It explains that detailing involves translating the structural design into the final structure through reinforcement drawings. Good detailing ensures reinforcement and concrete interact efficiently. Key aspects of ductile detailing covered include requirements for beams, columns, and beam-column joints to improve ductility and seismic performance. Specific provisions are presented for longitudinal and shear reinforcement in beams and columns, as well as confining reinforcement and lap splices. The importance of cover and stirrup spacing is also discussed.
Waterproofing is done to prevent water from penetrating buildings. It involves applying membrane barriers like bitumen or PVC during construction. It can also be done later to address leaks. Common areas waterproofed include bathrooms, terraces, basements, and roofs. Materials used include cement, sand, metal chips, brick bats, and waterproofing chemicals. Techniques include applying cement coats sloped away from the building, with brick bats or tiles in between coats. Thorough preparation and multiple curing coats are important for effective waterproofing.
1. The document discusses the design and analysis of storage reservoirs and overhead tanks. It covers various types of tanks, design considerations for concrete mixes, crack development remedies, permissible stresses, and reinforcement requirements.
2. Methods for analyzing circular and rectangular tanks are presented. For circular tanks, designs consider rigid versus flexible joints with the base slab. Approximate methods analyze the bottom portion as cantilever and the rest as resisting pressure through horizontal forces.
3. Rectangular tank analysis depends on the length-breadth ratio, treating short walls as bending horizontally between long walls which transfer pressure as tension.
This document discusses techniques for building earthquake resistant structures in India. It covers various sources of earthquakes and methods to resist seismic activity, including both active and passive systems. Some specific techniques mentioned are shear walls, bracing, dampers, isolation, and using light-weight materials. Suggestions are provided such as avoiding weak column designs, including thick slabs and cross walls, and following building codes.
The document discusses the structure of the Earth and the causes of earthquakes. It describes the three main layers of the Earth - crust, mantle, and core. It explains that earthquakes are caused by the movement of tectonic plates at divergent, convergent, and transform plate boundaries. The document also summarizes methods of earthquake-resistant design, including base isolation devices that separate buildings from the ground and seismic dampers that absorb seismic energy. It notes that while base isolation can be used for existing structures, seismic dampers are more expensive to install. The conclusion emphasizes the importance of earthquake-resistant construction and quality control to ensure public safety.
This document provides calculations and reinforcement details for the design of a water tank. It calculates the required capacity, dimensions, and structural properties of the tank. Moment and shear force calculations are performed based on the tank geometry and material properties. Reinforcement amounts, sizes, and spacing are designed for the long wall based on resisting the calculated hogging moment and shear force. Stress checks are also performed to ensure design code compliance.
This document provides information on concrete mix design, including objectives, basic considerations, and the IS (Indian Standards) method for mix design. The objectives of mix design are to achieve the desired workability, strength, durability, and cost. Basic considerations include cost, specifications, workability, strength, durability, and aggregate grading. The IS method is then described in steps, including selecting target strength, water-cement ratio, air content, water and sand contents, cement content, and aggregate contents. An example application of the IS method is also provided.
The document discusses earthquakes and techniques for improving earthquake resistance in buildings. It defines earthquakes and describes how they occur due to movement in the earth's crust. It then covers types of earthquakes, causes and effects, seismic waves, and performance and design considerations for improving earthquake resistance. Specific techniques discussed include using shear walls, base isolation methods, energy dissipation devices, and keeping buildings in compression. The conclusion emphasizes following construction standards and periodic training to help assure earthquake-resistant buildings.
Concrete is a composite material made by binding aggregates with a cement paste. It comes in various types depending on the binding material (cement or lime) and purpose (plain, reinforced, pre-stressed). Good concrete has strength, durability, density, water tightness, workability and resistance to wear and tear. Proper mixing, placing, compaction and curing are required to develop these qualities in concrete.
This presentation contains the brief introduction to earthquake,its effect,causes etc..
And case study of kuchha(bhuj),Gujarat Earthquake on 26th january,2001
CADmantra Technologies pvt. Ltd. is a CAD Training institute specilized in producing quality and high standard education and training. We are providing a perfact institute for the students intersted in CAD courses CADmantra is established by a group of engineers to devlop good training system in the field of CAD/CAM/CAE, these courses are widely accepted worldwide.
#catiatraining
#ANSYS #CRE-O
#hypermesh
#Automobileworkshops
#enginedevelopment
#autocad
#sketching
IS 13920 1993 ductile detailing of RCC structures subjected to seismic force...RAJESH JAIN
This document summarizes key aspects of IS 13920-1993, the Indian code of practice for ductile detailing of reinforced concrete structures subjected to seismic forces. It outlines performance criteria for moderate and large earthquakes. The code provides details for ductile reinforcement in beams, columns, joints, shear walls and other elements to enable structures to absorb energy during earthquakes and avoid sudden collapse. Figures illustrate recommended ductile detailing practices for longitudinal and transverse reinforcement in beams, columns, and other structural elements.
The document provides design details for a rectangular concrete tank with three chambers. It discusses load combinations and factors used by the Portland Cement Association (PCA) that differ slightly from American Concrete Institute (ACI) specifications. An interior wall and short exterior wall of the tank are then designed. The interior wall is designed for both vertical and horizontal bending using #8 bars spaced at 6 inches and 8 inches, respectively. The short exterior wall uses a 14 inch thickness with #6 bars at 8 inches for vertical bending to resist a moment of 28,672 lb-ft/ft.
This document discusses design specifications for ductile reinforced concrete buildings to withstand earthquakes. It defines ductile materials as those that can undergo large deformation without breaking. Design and construction must follow IS 456-2000, except where modified. Flexural members like beams and slabs must have a width to depth ratio over 3.0 and width over 200mm. Depth should not exceed 1/4 of clear span. Longitudinal reinforcement resists bending. At least two top and bottom bars are needed. Web reinforcement in stirrups prevents bulging and buckling of longitudinal bars. Transverse reinforcement in columns prevents buckling. Special confining reinforcement is also discussed.
The document discusses the design and estimation of an Intze tank. It includes an abstract that describes the need for water storage and supply. It then covers various topics related to designing water tanks such as estimating water demand based on population and consumption rates, classifying different types of water tanks, design requirements for concrete water tanks, and the design of specific elements like domes and overhead tanks. The document aims to provide theory and guidelines for designing a reinforced concrete elevated circular water tank with a domed roof and conical base using the working stress method.
Waterproofing prevents the passage of liquid water through structures and is important to apply where hydrostatic pressure may occur. It can be applied to the positive or negative side of structures. Common types include sheet membranes, liquid waterproofing, and bentonite or cementitious waterproofing. The document discusses definitions of waterproofing versus damp-proofing, why waterproofing is necessary to prevent structural damage, where and how water can enter structures, and appropriate locations and types of waterproofing applications.
Introduction & under ground water tank problemdhineshkumar002
The document discusses the design of an underground rectangular reinforced concrete water tank. It provides steps for calculating earth pressure, determining member thicknesses, and designing reinforcement for the long walls, short walls, and roof slab. The long walls are designed as vertical cantilevers and the short walls as continuous slabs. Reinforcement is checked for bending and cracking stresses. The example shows calculating load intensities, bending moments, required depths and areas of steel for the tank walls and slab according to code specifications.
This document appears to be a project report for designing a sump well with a capacity of 200 kl at the NRI campus in Bhopal, India. It includes sections on introduction, campus details, water requirements, design of the sump well, pump house, and various cost estimates. The project involves designing critical water infrastructure for the campus including a sump well to store water, meeting the daily water needs of the campus population.
Behavior of rc structure under earthquake loadingBinay Shrestha
The document discusses reasons why reinforced concrete (RC) structures fail during earthquakes and measures to improve their performance. Key points include:
1) RC buildings often fail due to design deficiencies like ignoring concepts of strong columns-weak beams or having soft stories, or construction defects like weak joints or improper reinforcement detailing.
2) Measures to improve performance include following design concepts of strong columns-weak beams and designing soft story elements to withstand higher forces, as well as improving construction quality of joints and reinforcement details.
3) Other factors that can lead to failure are short column effects, torsional forces from asymmetric shapes, and disturbance of the load path through the structure.
This document discusses ductile detailing of reinforced concrete (RC) frames according to Indian standards. It explains that detailing involves translating the structural design into the final structure through reinforcement drawings. Good detailing ensures reinforcement and concrete interact efficiently. Key aspects of ductile detailing covered include requirements for beams, columns, and beam-column joints to improve ductility and seismic performance. Specific provisions are presented for longitudinal and shear reinforcement in beams and columns, as well as confining reinforcement and lap splices. The importance of cover and stirrup spacing is also discussed.
Waterproofing is done to prevent water from penetrating buildings. It involves applying membrane barriers like bitumen or PVC during construction. It can also be done later to address leaks. Common areas waterproofed include bathrooms, terraces, basements, and roofs. Materials used include cement, sand, metal chips, brick bats, and waterproofing chemicals. Techniques include applying cement coats sloped away from the building, with brick bats or tiles in between coats. Thorough preparation and multiple curing coats are important for effective waterproofing.
1. The document discusses the design and analysis of storage reservoirs and overhead tanks. It covers various types of tanks, design considerations for concrete mixes, crack development remedies, permissible stresses, and reinforcement requirements.
2. Methods for analyzing circular and rectangular tanks are presented. For circular tanks, designs consider rigid versus flexible joints with the base slab. Approximate methods analyze the bottom portion as cantilever and the rest as resisting pressure through horizontal forces.
3. Rectangular tank analysis depends on the length-breadth ratio, treating short walls as bending horizontally between long walls which transfer pressure as tension.
This document discusses techniques for building earthquake resistant structures in India. It covers various sources of earthquakes and methods to resist seismic activity, including both active and passive systems. Some specific techniques mentioned are shear walls, bracing, dampers, isolation, and using light-weight materials. Suggestions are provided such as avoiding weak column designs, including thick slabs and cross walls, and following building codes.
The document discusses the structure of the Earth and the causes of earthquakes. It describes the three main layers of the Earth - crust, mantle, and core. It explains that earthquakes are caused by the movement of tectonic plates at divergent, convergent, and transform plate boundaries. The document also summarizes methods of earthquake-resistant design, including base isolation devices that separate buildings from the ground and seismic dampers that absorb seismic energy. It notes that while base isolation can be used for existing structures, seismic dampers are more expensive to install. The conclusion emphasizes the importance of earthquake-resistant construction and quality control to ensure public safety.
This document provides calculations and reinforcement details for the design of a water tank. It calculates the required capacity, dimensions, and structural properties of the tank. Moment and shear force calculations are performed based on the tank geometry and material properties. Reinforcement amounts, sizes, and spacing are designed for the long wall based on resisting the calculated hogging moment and shear force. Stress checks are also performed to ensure design code compliance.
This document provides information on concrete mix design, including objectives, basic considerations, and the IS (Indian Standards) method for mix design. The objectives of mix design are to achieve the desired workability, strength, durability, and cost. Basic considerations include cost, specifications, workability, strength, durability, and aggregate grading. The IS method is then described in steps, including selecting target strength, water-cement ratio, air content, water and sand contents, cement content, and aggregate contents. An example application of the IS method is also provided.
The document discusses earthquakes and techniques for improving earthquake resistance in buildings. It defines earthquakes and describes how they occur due to movement in the earth's crust. It then covers types of earthquakes, causes and effects, seismic waves, and performance and design considerations for improving earthquake resistance. Specific techniques discussed include using shear walls, base isolation methods, energy dissipation devices, and keeping buildings in compression. The conclusion emphasizes following construction standards and periodic training to help assure earthquake-resistant buildings.
Concrete is a composite material made by binding aggregates with a cement paste. It comes in various types depending on the binding material (cement or lime) and purpose (plain, reinforced, pre-stressed). Good concrete has strength, durability, density, water tightness, workability and resistance to wear and tear. Proper mixing, placing, compaction and curing are required to develop these qualities in concrete.
This presentation contains the brief introduction to earthquake,its effect,causes etc..
And case study of kuchha(bhuj),Gujarat Earthquake on 26th january,2001
Synnex (Thailand) Public Company Limited has operated for 30 years as a trusted technology solutions provider across 38 countries. In the first half of 2018, revenues increased 12.57% to 18.48 billion Thai Baht. Gross profit grew 18.03% and net profit increased 23.82% compared to the same period last year. The company provides value-added services as an IT distributor through over 5,000 distribution channels nationwide. Looking forward, Synnex aims to expand its offerings in areas like cloud services, IoT, security, and gaming to continue delivering total technology solutions.
Kerry Logistics Network reported strong financial results for the first half of 2018, with turnover increasing 25% to HK$17.4 billion and segment profit growing 27% to HK$1.1 billion. Earnings were driven by growth in Asia excluding Greater China and Hong Kong due to increasing intra-Asia trade and new contract wins boosted by e-commerce. Mainland China business slowed as the import-focused transition was slower than expected. The company continued expanding its network through projects in Asia and Africa, while optimizing assets through expansions, disposals, and joint ventures.
Micron Technology reported financial results for its first quarter of fiscal year 2018. Revenue was $6.80 billion, up 71% year-over-year. Gross margin was 55% and non-GAAP net income was $2.99 billion, up 790% year-over-year. For its second quarter of fiscal year 2018, the company expects revenue of $6.80-$7.20 billion and non-GAAP gross margin of 54-58%.
The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive functioning. Exercise causes chemical changes in the brain that may help boost feelings of calmness, happiness and focus.
The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive function. Exercise causes chemical changes in the brain that may help protect against mental illness and improve symptoms for those who already suffer from conditions like depression and anxiety.
Go pro q2_2014_earnings_results_summary_slidesShaen PD
- GoPro reported revenue of $244.6 million for Q2 2014, up 38% from Q2 2013. Gross margin expanded 990 basis points to 42.2% year-over-year.
- Non-GAAP net income was $11.8 million for Q2 2014, up from a net loss of $3.2 million in Q2 2013.
- Units shipped increased 20.2% year-over-year to 854,000 in Q2 2014.
Thai Optical Group PCL presented an opportunity day discussing their industry, strategy, financial performance, and forecasts. They operate in the growing vision correction market and aim to provide quality products at effective costs. While their sales increased in the first half of 2014, costs also decreased through productivity improvements. They forecast continued revenue growth through 2019 by diversifying products, increasing efficiency, and expanding markets in Asia through alliances.
PTG Energy Public Company Limited held an Opportunity Day presentation to review their business performance and targets. Some key points included:
- They have over 300 fuel trucks and more than 1.85 million loyalty program members. Sales and number of fuel stations have grown steadily in recent years.
- Financial performance is improving with increased revenue, EBITDA, and margins. EBITDA grew 24% and net profit grew 36% in the first half of 2014 compared to the same period in 2013.
- Business expansion plans include two new rest areas and a new fuel storage tank farm to improve logistics. Their target for 2014 is to have 1,000 fuel stations and grow revenue 20% by adding more loyalty members
This document contains a presentation by the Management Team of Thai Optical Group Public Company Limited. It discusses the company's mission, strategy, financial results for 2013 and Q1 2014, forecasts for 2014, and plans for improvements. Key points include forecasting 5-7% annual growth from existing products and businesses, new product launches, productivity improvements targeting cost reductions, and balancing efficiency and growth. Financial highlights for 2013 and Q1 2014 show increases in various metrics like EBITDA, gross profit margin, and net profit margin. The presentation focuses on efficient use of resources, efficient accounts management, and balancing efficiency with growth.
Lease IT Public Company Limited is a Thai non-bank financial institution that provides financing services such as leasing, hire purchase, factoring, trade finance, and project backup financing. It has experienced steady growth since being founded in 2006. In its first quarter of 2014 financial report, Lease IT saw increases in total revenues and net profit compared to the same period in the previous year. Its portfolio of finance and outstanding balances also increased across various product categories.
Ardent capital and_thailand_investments_2014-01-15_v3Shaen PD
This presentation discusses investment opportunities in Thailand. It notes that Southeast Asia has a large population that is growing rapidly, with internet penetration also exploding. Despite political instability in Thailand, the economy has continued growing. Bangkok in particular has large social media and ecommerce markets. The presentation outlines the growth of smartphone usage and online retail in Thailand and Southeast Asia. It argues that Thailand provides a good environment for startups and investment due to its large market size, economic growth, and educated workforce. Specific investment opportunities mentioned include ecommerce enablement platforms like aCommerce.
Southeast asia -_why_you_should_pay_attention_nowShaen PD
Southeast Asia is a rapidly growing region with over 600 million people that are younger and spend more time online than populations in the US and EU. Internet and smartphone penetration are rising quickly, and e-commerce is growing at over 30% annually. However, online advertising spending significantly lags time spent on the internet. The region presents opportunities for expansion, startup creation, investment, and visiting Ardent Capital's office in Bangkok to learn more.
Nusasiri PCL is a property developer in Thailand with over 17 billion baht worth of projects. It has several ongoing condominium and housing projects around Bangkok. While sales increased in Q1 2014, profits declined in 2013 due to higher costs and expenses. The company has a strong balance sheet with over 5 billion baht in inventory assets and a high proportion of equity financing. Looking forward, Nusasiri expects sales and profits to improve in 2014 as several major projects are nearing completion.
THANI provided a presentation on its 2013 strategies and 3Q13 performance. Its 6 strategic goals for 2013 included satisfying customers, increasing productivity, being the market leader in truck financing, expanding branches upcountry, entering new loan markets, and restructuring debt. In 3Q13, assets increased 36.5% to 25.5 billion baht driven by truck loan growth. Net profit increased 37.8% to 212 million baht, with ROAA of 3.37% and ROAE of 28.29%. Loan growth was focused on trucks and new segments like taxis and motorbikes.
This document contains forward-looking statements and disclaimers about the company's operating position and financial performance. The information is obtained from reliable sources and analyzed to disclose in a way based on approved industry practices. However, no assurance is made regarding the accuracy or completeness of the information. The views are based on assumptions subject to various risks and uncertainties.
VGi Global Media PCL held a board meeting on 30 June 2013 to discuss first quarter earnings for fiscal year 2013/2014. The presentation provided an overview of the media industry, VGi's financial performance for the quarter and full year, its investment policy, recent business updates including a warrant issuance and partnership with Phar, and a strategic 24.43% investment in MACO, a leading outdoor media company in Thailand.
15. Approved Eastern Seaboard project by June 2012
Project Value
(Million Baht)
Laemchabang deep Sea Port Phase 3 35,000.00
Distribution Center by Railway Expansion 3,167.00
New Sea Port for Domestic 32,000.00
Double Track Railway(Kangkoi-Saraburi-Laemchabang) 13,400.00
Laemchabang Port-Entry Road Expansion 2,500.00
Motorway(Chonburi-Pattaya)-Toll Plaza expansion 3,600.00
Highway(Pattaya-Maptaphut) Expansion 36km 11,500.00
Highway Route 331 improvement 14 Km 350.00
Highway Laemchabag-Maptaphut 2,115.00
Double Track Railway(Klong 19-Kangkoi-Laemchabang) 11,348.00
Eleveate Expressway(Chonburi-Laemchabang) 34,200.00
Total 149,180.00
15
16. Our Backlog
Product / Customer Group P/O (mil.THB)
Ready-mixed concrete : 1,316
Government and State Enterprise 632
(รถไฟฟ้ าสายสี ม่วงสัญญา 2 + รถไฟฟ้ าสายสี นาเงินสัญญา 4)
้
Private Sector 684
Precast concrete : 734
Government and State Enterprise 400
Private Sector 334
Total Backlogs 2,050
Remark : figure data as at ended Oct 2012
This backlog was not include Smart Concrete’s Backlog
16
24. Financial Highlight: CCP-Consolidate
Financial Position Unit: Million Baht
2,491 DEC.2011 SEP.2012
2,197
1,914
Current Assets 597.79 830.80
2,040
DEC.2011 Current Liabilities 1,361.21 1,511.75
Total Bank Debt 697.28 635.36
SEP.2012
Current Ratio 0.44 0.55
D/E Ratio-Bank 2.77 1.52
D/E Ratio 7.60 4.89
451
283
DEC.2011 SEP.2012
Total Assets Total Assets 2,197.39 2,491.46
Total Debt Total Debt 1,914.48 2,040.23
Total Equity
Total Equity 282.91 451.23
Holders of Parent Equity 251.89 417.26
24
25. Reference Project
Central World
บ้านนับคลื่น หัวหิ น ในเครื อของ SANSIRI
รถไฟฟ้ าสายสาทร-ท่าพระ
25