SterlingPT Pvt. Ltd, previously known as Post Tension Services Pakistan Pvt. Ltd. (PTSP) specializes in design and installation of Post Tensioning (PT) systems throughout Pakistan. SterlingPT is an engineering franchise of Sterling Engineering and Design Group Ltd. (www.segoc.com). A USA based company with extensive Post Tensioning (PT) design and construction experience.
SterlingPT typically reviews the structural design of the project with structural engineer and determine the feasibility use of PT. If PT is deemed feasible, SterlingPT submits the proposal defining in detail the SterlingPT scope of work. The quote typically includes providing the cost for PT cables, all accessories, PT System installation and its stressing.
The design of the PT is in accordance with relevant ACI and IS codes. Typically, SterlingPT requires 3 to 4 weeks to deliver Post Tensioned cables after receipt of order.
We have been working in Pakistan since 2009 and have done number of successful projects. Our experience to date in the Pakistan market has yielded some following valuable information.
. PT reduces self-weight of structure,
. Cost of reinforcement is typically up to 25% less than that of conventional reinforcing,
. Formwork can be stripped after 7days,
. PT cable strength is four times greater than that of conventional re-bar strength,
. Effective in Parking Structures, Residential and Industrial Structures, Walls, Columns and Slabs,
Conventional Indian construction industry has been forced to look for technology to address its demand & supply gap, diminishing skilled labour and stringent time frame.
Precast concrete construction methodology fits perfectly as an alternative for traditional construction with shorter construction duration and reduction in labor, while exceeding quality standards of conventional construction practices in India.
The success of this technology fully depends on the Architects, the Structural engineers and the Execution team who are willing to adapt this change from convention method of construction to the precast construction. Change gives us a lot of opportunity to adapt, innovate and implement new efficient technology which will be beneficial to the society at large margin.
This technology is becoming trend due to its huge advantages. But in recent past hazards attended to such construction due to collapse. So from the Structural Engineering point of view we have to design keeping in mind the structural safety against this type of collapse.
Conventional Indian construction industry has been forced to look for technology to address its demand & supply gap, diminishing skilled labour and stringent time frame.
Precast concrete construction methodology fits perfectly as an alternative for traditional construction with shorter construction duration and reduction in labor, while exceeding quality standards of conventional construction practices in India.
The success of this technology fully depends on the Architects, the Structural engineers and the Execution team who are willing to adapt this change from convention method of construction to the precast construction. Change gives us a lot of opportunity to adapt, innovate and implement new efficient technology which will be beneficial to the society at large margin.
This technology is becoming trend due to its huge advantages. But in recent past hazards attended to such construction due to collapse. So from the Structural Engineering point of view we have to design keeping in mind the structural safety against this type of collapse.
Diaphragm wall: Construction and DesignUmer Farooq
Diaphragm walls are concrete or reinforced concrete walls constructed in slurry-supported, open trenches below existing ground.
Concrete is placed using the Tremie installation method or by installing pre-cast concrete panels (known as a pre-cast diaphragm wall). Diaphragm walls can be constructed to depths of 150 meters and to widths of 0.5 to 1.50 meters.
A presentation that explains the various systems and techniques of employing steel and concrete to support long span structures. The range varies from conventional beams, to trusses and portal frames.
This is useful for civil engineering students in their subject Building construction offered by GTU. This presentation includes Timbering of trenches, Scaffolding, Shoring 7 underpinning techniques used in construction of building for temporary period of time.
Prestressed concrete is a structural material that allows for predetermined, engineering stresses to be placed in members to counteract the stresses that occur when they are subject to loading.
Tall Structures
Usually structure or building having height more than 80m is considered as a tall structure.
Generally tall structure may be defined as one that because of its height it is affected by lateral.
Classification: 1. Multi storeyedresidential building.
2. Multi storeyedcommercial building.
3. Tall chimneys.
4. Transmission Towers
5. Cooling towers
Prestressed Concrete
•Prestressis defined as a method of applying pre-compression to control the stresses resulting due to external loads below the neutral axis of the beam tension developed due to external load which is more than the permissible limits of the plain concrete.
Demolition
•The action or process of destroying(demolishing)the building or other structures.
•In congested area, in particular, the quality of demolition technique becomes an essential element which determines the success of revitalization of city.
•In addition to efficiency in demolition, strategies must be adopted to avoid noise, vibration and dust which affect the surrounding environment and there must be efficient disposal of waste products
EXPANSION JOINT TREATMENT: MATERIAL & TECHNIQUESA Makwana
Although buildings are often constructed using flexible materials, roof and
structural expansion joints are required when plan dimensions are large. It is not possible to
state exact requirements relative to distances between expansion joints because of the many
variables involved, such as ambient temperatures during construction and the expected
temperature range during the life of a building. Expansion joints are periodic breaks in the
structure of the buildings. An expansion joint is a gap in the building structure provided by
an architect or engineer to allow for the movement of the building due to temperature
changes. An expansion joint is an assembly designed to safely absorb the heat-induced
expansion and contraction of various construction materials. They are commonly found
between sections of slabs, bridges, and other structures. The “assembly” can be as simple as
a caulked separation between two sections of the same materials. More recently, expansion
joints have been included in the design of, or added to existing, brick exterior walls for
similar purposes. In concrete and concrete block construction, the term applied is “control
joint,” but serves similar purposes. Throughout the year, building faces and concrete slabs
will expand and contract due to the warming and cooling of our planet through the seasons.
The structures would crack under the stress of thermal expansion and contraction if
expansion joint gaps were not built into the structures. Even today the expansion joint gaps
are often neglected during the design process, and simple caulking is used to fill these gaps
to complete a project. This simple caulking cannot handle the thermal expansion due to the
changing seasons, ultimately leaving a leak point in the structure. This expansion joint
becomes the main source of leakages in the structure which can ruin the interiors of the
building if not sealed or treated confidently. Waterproofing these joints often an overlooked
aspect of waterproofing design and detailing.
Diaphragm wall: Construction and DesignUmer Farooq
Diaphragm walls are concrete or reinforced concrete walls constructed in slurry-supported, open trenches below existing ground.
Concrete is placed using the Tremie installation method or by installing pre-cast concrete panels (known as a pre-cast diaphragm wall). Diaphragm walls can be constructed to depths of 150 meters and to widths of 0.5 to 1.50 meters.
A presentation that explains the various systems and techniques of employing steel and concrete to support long span structures. The range varies from conventional beams, to trusses and portal frames.
This is useful for civil engineering students in their subject Building construction offered by GTU. This presentation includes Timbering of trenches, Scaffolding, Shoring 7 underpinning techniques used in construction of building for temporary period of time.
Prestressed concrete is a structural material that allows for predetermined, engineering stresses to be placed in members to counteract the stresses that occur when they are subject to loading.
Tall Structures
Usually structure or building having height more than 80m is considered as a tall structure.
Generally tall structure may be defined as one that because of its height it is affected by lateral.
Classification: 1. Multi storeyedresidential building.
2. Multi storeyedcommercial building.
3. Tall chimneys.
4. Transmission Towers
5. Cooling towers
Prestressed Concrete
•Prestressis defined as a method of applying pre-compression to control the stresses resulting due to external loads below the neutral axis of the beam tension developed due to external load which is more than the permissible limits of the plain concrete.
Demolition
•The action or process of destroying(demolishing)the building or other structures.
•In congested area, in particular, the quality of demolition technique becomes an essential element which determines the success of revitalization of city.
•In addition to efficiency in demolition, strategies must be adopted to avoid noise, vibration and dust which affect the surrounding environment and there must be efficient disposal of waste products
EXPANSION JOINT TREATMENT: MATERIAL & TECHNIQUESA Makwana
Although buildings are often constructed using flexible materials, roof and
structural expansion joints are required when plan dimensions are large. It is not possible to
state exact requirements relative to distances between expansion joints because of the many
variables involved, such as ambient temperatures during construction and the expected
temperature range during the life of a building. Expansion joints are periodic breaks in the
structure of the buildings. An expansion joint is a gap in the building structure provided by
an architect or engineer to allow for the movement of the building due to temperature
changes. An expansion joint is an assembly designed to safely absorb the heat-induced
expansion and contraction of various construction materials. They are commonly found
between sections of slabs, bridges, and other structures. The “assembly” can be as simple as
a caulked separation between two sections of the same materials. More recently, expansion
joints have been included in the design of, or added to existing, brick exterior walls for
similar purposes. In concrete and concrete block construction, the term applied is “control
joint,” but serves similar purposes. Throughout the year, building faces and concrete slabs
will expand and contract due to the warming and cooling of our planet through the seasons.
The structures would crack under the stress of thermal expansion and contraction if
expansion joint gaps were not built into the structures. Even today the expansion joint gaps
are often neglected during the design process, and simple caulking is used to fill these gaps
to complete a project. This simple caulking cannot handle the thermal expansion due to the
changing seasons, ultimately leaving a leak point in the structure. This expansion joint
becomes the main source of leakages in the structure which can ruin the interiors of the
building if not sealed or treated confidently. Waterproofing these joints often an overlooked
aspect of waterproofing design and detailing.
Post-tensioning is a method of reinforcing (strengthening) concrete or other materials with high-strength steel strands or bars, typically referred to as tendons. Post-tensioning applications include office and apartment buildings, parking structures, slabs-on-ground, bridges, sports stadiums, rock and soil anchors, and water-tanks.
>>>Published by Post-Tensioning Institute
Mega Prefab is a complete service provider of structural precast and post-tensioned concrete. We are involved in all the phases of the project. We will design, manufacture, deliver and install our products. With more than 16 years experience in the business, we have optimized our structural elements to be efficient, safe and low cost.
ANALYSIS & DESIGN ASPECTS OF PRE-STRESSED MEMBERS USING F.R.P. TENDONSGirish Singh
The purpose of this investigation is mainly a brief explanation about the advantages of FRP over steel. The various uses and advantages of FRP are explained in this project. In this project, we have taken a section of 3m length, 200mm width and 300mm depth and using a parabolic tendon of eccentricity 100mm at the centre. We have design the section for FRP as well as steel with the above data. The final stresses obtained is being verified with the help of Ansys software. We have shown the result of steel straight tendon only in this mini project.
FINITE ELEMENT ANALYSIS OF A PRESTRESSED CONCRETE BEAM USING FRP TENDONGirish Singh
Concrete prestressed structural components exist in buildings and bridges in different forms. Understanding the response of these components during loading is crucial to the development of an overall efficient and safe structure. Different methods have been utilized to study the response of structural components. Experimental based testing has been widely used as a means to analyse individual elements and the effects of concrete strength under loading.
While this is a method that produces real life response, it is extremely time consuming, and the use of materials can be quite costly. In this paper we used finite element analysis to study behaviour of these components. The use of computer software (Ansys) to model these elements is much faster, and extremely cost- effective. To fully understand the capabilities of finite element computer software (Ansys), we look back to experimental data and simple analysis.
Data obtained from a finite element analysis package is not useful unless the necessary steps are taken to understand what is happening within the model that is created using the software. Also, executing the necessary checks along the way, is key to make sure that what is being output by the Ansys is valid.
This paper is a study of prestressed concrete beams using finite element
analysis to understand the response of prestressed concrete beams due to transverse loading and to analyse the behaviour of FRP material under these circumstances.
This paper also includes the comparison of steel and FRP on the same module and also gives the final load v/s deflection curve under the both linear and non-linear properties of the materials.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Harnessing WebAssembly for Real-time Stateless Streaming PipelinesChristina Lin
Traditionally, dealing with real-time data pipelines has involved significant overhead, even for straightforward tasks like data transformation or masking. However, in this talk, we’ll venture into the dynamic realm of WebAssembly (WASM) and discover how it can revolutionize the creation of stateless streaming pipelines within a Kafka (Redpanda) broker. These pipelines are adept at managing low-latency, high-data-volume scenarios.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
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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.
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.
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
Water billing management system project report.pdfKamal Acharya
Our project entitled “Water Billing Management System” aims is to generate Water bill with all the charges and penalty. Manual system that is employed is extremely laborious and quite inadequate. It only makes the process more difficult and hard.
The aim of our project is to develop a system that is meant to partially computerize the work performed in the Water Board like generating monthly Water bill, record of consuming unit of water, store record of the customer and previous unpaid record.
We used HTML/PHP as front end and MYSQL as back end for developing our project. HTML is primarily a visual design environment. We can create a android application by designing the form and that make up the user interface. Adding android application code to the form and the objects such as buttons and text boxes on them and adding any required support code in additional modular.
MySQL is free open source database that facilitates the effective management of the databases by connecting them to the software. It is a stable ,reliable and the powerful solution with the advanced features and advantages which are as follows: Data Security.MySQL is free open source database that facilitates the effective management of the databases by connecting them to the software.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
The Internet of Things (IoT) is a revolutionary concept that connects everyday objects and devices to the internet, enabling them to communicate, collect, and exchange data. Imagine a world where your refrigerator notifies you when you’re running low on groceries, or streetlights adjust their brightness based on traffic patterns – that’s the power of IoT. In essence, IoT transforms ordinary objects into smart, interconnected devices, creating a network of endless possibilities.
Here is a blog on the role of electrical and electronics engineers in IOT. Let's dig in!!!!
For more such content visit: https://nttftrg.com/
3. What is Pre-stressing…
A complete Solution package in Un-Bonded PT
• It means that the structural member is
stressed internally before it is subjected to
design loads.
• The Pre-stressing is done by applying an
external force using a steel cable assembly,
placed in the body of the structural member.
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Pre-stressing
The design concept is to put a
management of various stresses at every
cross section of the structure. This can be
done by a careful placement of
cables/tendons, through which an external
force can be applied to the structure
resulting in the final stresses in structure at
or below the desired level
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Pre-stressed concrete Terminology
Main differences
Stress sequence
Pre - Before concrete has reached to desired strength
Post - After concrete has reached to desired strength
Transfer of force
Bonded - Through bond between concrete and the cable
Un-bonded - Mechanically using special anchor plates
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Types of Post-Tensioning System
Bonded - Where the Pre-stressing steel strand is bonded to
the concrete after it is tensioned by injecting cement grout
inside of a duct in which the tendon is placed.
Unbonded - Where the Pre-stressing steel strand is
prevented from bonding to the concrete and thus free to
move relative to the concrete. The force is transferred to
the concrete by the MECHANICAL ASSEMBLY only
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Advantages of Post-Tensioned
•Allows larger column spacing
•Reduces Structural Depth of members
•Results in larger floor to ceiling height
•Greater Deflection Control
•Reduces Structural Costs
•Un-cracked section at all times
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HOW PT WORKS…
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Un-bonded Tendon Applications
•Parking Structures
•Hotels
•High-rise Apartments & Condos
•Office Buildings
•Ground Supported Foundations
•Typically where large bays or spans are desired
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Essential Elements of PT
The cable or Tendon
Fpu = 250 ksi, 270 ksi and 300 ksi (1
ksi = 6.89 Mpa)
Seven wire strand
Low relaxation
The cable or tendon come in various
diameters
3/8 Inch, 1/2 Inch, 0.6 Inch
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COMPONENTS & FIXTURES
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13. A complete Solution package in Un-Bonded PT
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Anchor Plates
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Friction Wedges
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Friction Wedges- Locking Arrangement
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Friction Wedges, Anchor Plate & Tendon – Locking Arrangement
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CONSTRUCTION SEQUENCE
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Cables Prepared at the workshop for a particular project
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Cables Delivered to the Jobsite
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Fixing of the Pocket formers
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Installing Anchorages
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PT Cables are planned and prepared with
identity markings at workshop before it is
transported to the site for installation.
Our system offers the technology with
excellent quality assurance at all the
stages
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Tendon Identification Code for Quick and Precise Installation
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Tendon Laying
We care for the safety of our equipped
persons for the installation of PT System.
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Inspecting the Tendon Profile
A complete supervision and onsite inspections that
leads to desired quality control.
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27. POST TENSIONING DETAILS
A complete Solution package in Un-Bonded PT
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Tendon Layout with a Wide Panel
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Tendon Layout around Column
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Tendon Layout around Column
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Tendon Anchorage Zone - Re-bar Details
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Tendon Anchorage Zone - Re-bar Details
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Tendon Anchorage Zone - Re-bar Details
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Tendon live ends kept for stressing after pouring
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Tendon Profile – Typical view
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Tendon Layout with nominal reinforcement – Typical view
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Tendon Layout with nominal reinforcement – Typical view
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Regent High Street Mall- Flat Plate with Cut out, Surat, India
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Deep Beam - PMT Workshop Building, Pune, India
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Tendon Layout with Electrical Ducting - Commercial Complex, Baroda
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41. Add Tendon Anchorages – Preparation & Placing
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Tendons with Reinforcement as per Seismic detailing
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Tendons with Reinforcement as per Seismic detailing
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44. Tendons with Reinforcement as per ductile detailing
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PT Beam with conventional Slab
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Intersecting Beams without Columns
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Cables kept at construction joint
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Cables for stressing at construction joint
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49. A complete Solution package in Un-Bonded PT
Cables for stressing at construction joint
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Post Tensioning in Parking Garage
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51. A complete Solution package in Un-Bonded PT
Post Tensioning in Parking Garage
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Parking Garage, Denver - Colorado
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Thin Plate Parking Garage
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Thin Plate Parking Garage
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36 ft Garage Span on each way
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56. 36 ft Garage Span on each way
A complete Solution package in Un-Bonded PT
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57. A complete Solution package in Un-Bonded PT
36 ft Garage Span on each way
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58. A complete Solution package in Un-Bonded PT
Parking Garage Slab with a Ramp
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Openings/Cutouts for other trades
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60. A complete Solution package in Un-Bonded PT
Block Out for other trades
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61. A complete Solution package in Un-Bonded PT
STRESSING OF TENDONS
www.ptspakistan.us
www.segoc.com