The form work is a temporary ancillary construction used as a mould for the structure, in which concrete is placed and in which it hardens and matures.
Cost of form work- 20 to 25 % of the cost of structure in building work
Formwork(Shuttering), Importance, Qualities of Formwork,types,Major objectives considered in formwork, Requirements of formwork,Formwork for Wall,Formwork for Column,Formwork for Slabs & beams ,Lintel or Beam Formwork, FORMWORK FOR SLAB,FORMWORK FOR STAIRS,FORMWORK FOR SPIRAL STAIRS,FORMWORK FOR CHIMNEYS,Removal of formwork,Time of Removal of formwork,Comparison between Steel and Timber Formwork,Cantilever slab,Maintenance of formwork,Cost of formwork,Advantages of steel form work,LOADS ON FORMWORK
what is scaffolding formwork - scaffolding formwork those are two important and initial steps that been done at the time of construction. scaffolding and formwork have same importance . there are several scaffolding's and formwork methods. several products etc. | PowerPoint PPT presentation | free to view
port scaffolding & formwork
peri formwork & scaffolding
mgs scaffolding and formworks
peri formwork scaffolding engineering
nippon scaffolding & formworks corp
construction formwork
khk scaffolding & formwork
concrete form scaffolding
A presentation with exhaustive information about the general idea of formwork, the various types, the newest introductions and a comparative study between the conventional and modern-day formwork.
It also includes the study of causes of failure of formwork and the safety measures to be taken for preventing failure.
Formwork(Shuttering), Importance, Qualities of Formwork,types,Major objectives considered in formwork, Requirements of formwork,Formwork for Wall,Formwork for Column,Formwork for Slabs & beams ,Lintel or Beam Formwork, FORMWORK FOR SLAB,FORMWORK FOR STAIRS,FORMWORK FOR SPIRAL STAIRS,FORMWORK FOR CHIMNEYS,Removal of formwork,Time of Removal of formwork,Comparison between Steel and Timber Formwork,Cantilever slab,Maintenance of formwork,Cost of formwork,Advantages of steel form work,LOADS ON FORMWORK
what is scaffolding formwork - scaffolding formwork those are two important and initial steps that been done at the time of construction. scaffolding and formwork have same importance . there are several scaffolding's and formwork methods. several products etc. | PowerPoint PPT presentation | free to view
port scaffolding & formwork
peri formwork & scaffolding
mgs scaffolding and formworks
peri formwork scaffolding engineering
nippon scaffolding & formworks corp
construction formwork
khk scaffolding & formwork
concrete form scaffolding
A presentation with exhaustive information about the general idea of formwork, the various types, the newest introductions and a comparative study between the conventional and modern-day formwork.
It also includes the study of causes of failure of formwork and the safety measures to be taken for preventing failure.
ABSTRACT
Ferrocement addition in cement mortar or concrete increases the performance of material. The present paper describes the results of testing flat ferrocement panels reinforced with different number of wire mesh layers. The main objective of these experimental tests is to study the effect of using different numbers of wire mesh layers on the flexural strength of flat ferrocement panels and to compare the effect of varying the number of wire mesh layers on the ductility and the ultimate strength of these types of ferrocement structures.
The used number of wire mesh layers is one, two, three and four layers.
The experimental results show that flexural strength of the folded panels increased by 37% and 90% for panels having 2 and 3 wire mesh layers respectively, copared with that having single layer, while for flat panel the increase in flexural strength compared with panel of plan mortar is 4.5%, 65% and 68% for panels having 1, 2 and 3 wire mesh layers respectively. The strength capacity of the folded panels, having the particular geometry used in the present study, is in the order of 3.5 to 5 times that of the corresponding flat panels having the same number of wire mesh layers. Both types are also analyzed using finite element method to check the flexural stresses in these panels under self weight and cracking load.
Keywords: Ferrocement, Flat Panel, Mortar, Wire Mesh.
Construction Project Management is an important subject to learn in Civil Engineering.
Significance • As construction involves various activities starting from the design and planning to project completion and quality check, there is a exorbitant need for Management of construction. • Construction Industry plays a crucial role in the economy and development of a nation.
4. Objectives To complete the project in specified time and with allocated budget. To Plan and schedule the work and distribute between various departments. Deployment of personnel in Different tasks. To achieve High quality workmanship. Creating an organisation that works as a team. Using the limited available resources and producing maximum output. Providing safe and satisfactory working conditions for all personnel and workers.
5. Functions: Planning & Scheduling Organizing Staffing Directing Controlling & Co-ordinating
6. Stages of construction Briefing Designing Tendering Construction Commissioning
7. 1) Briefing Stage • This stage consists of framework required for the construction work to take a shape from the ideology of client and feasibility of Project which involves architects, engineers and project manager.
Objectives Developing Alternatives Feasible Solution ? Evaluation of Alternatives Report & Recommendation Technical and non technical Investigations
8. 2) Designing or planning Stage Prepare construction schedule Prepare final cost estimate Prepare Working Drawings and specificati ons Prepare scheme and detailed designs Soil investigations, Topographic investigation, material supply and market surveys etc Carry out Technical Investigations Final adoption of the most suitable summary Finalize Project Summary
Contents:
1.history
2.what is precast concrete and why it is called so?
3.properties
4.features
5.precast concrete structural elements
6.types
7.advantages
8.disadvantages
The vacuum dewatering process basically improves strength, durability, and other properties of concrete by reducing the water-cement ratio immediately after the mix is placed, usually in floors and other flatwork. A Bridgeport, Connecticut vacuum dewatering demonstration, although it involved no new ...
vacuum dewatering system
vacuum dewatering pump
vacuum dewatering box
wellpoint pump systems
dewatering pump system
dewatering pump
dewatering wellpoint
small wellpoint dewatering systems
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
best seminar topics for civil engineering
seminar topics pdf
seminar topics for mechanical engineers
seminar topic for civil engineering pdf
Detailed specification of an item of work specifies the quantities of materials, proportion of mortar, workmanship, method of preparation & execution and method of measurement.
Detailed specifications of different items of works are prepared separately and describe what the work should be and these shall be executed and constructed.
ABSTRACT
Ferrocement addition in cement mortar or concrete increases the performance of material. The present paper describes the results of testing flat ferrocement panels reinforced with different number of wire mesh layers. The main objective of these experimental tests is to study the effect of using different numbers of wire mesh layers on the flexural strength of flat ferrocement panels and to compare the effect of varying the number of wire mesh layers on the ductility and the ultimate strength of these types of ferrocement structures.
The used number of wire mesh layers is one, two, three and four layers.
The experimental results show that flexural strength of the folded panels increased by 37% and 90% for panels having 2 and 3 wire mesh layers respectively, copared with that having single layer, while for flat panel the increase in flexural strength compared with panel of plan mortar is 4.5%, 65% and 68% for panels having 1, 2 and 3 wire mesh layers respectively. The strength capacity of the folded panels, having the particular geometry used in the present study, is in the order of 3.5 to 5 times that of the corresponding flat panels having the same number of wire mesh layers. Both types are also analyzed using finite element method to check the flexural stresses in these panels under self weight and cracking load.
Keywords: Ferrocement, Flat Panel, Mortar, Wire Mesh.
Construction Project Management is an important subject to learn in Civil Engineering.
Significance • As construction involves various activities starting from the design and planning to project completion and quality check, there is a exorbitant need for Management of construction. • Construction Industry plays a crucial role in the economy and development of a nation.
4. Objectives To complete the project in specified time and with allocated budget. To Plan and schedule the work and distribute between various departments. Deployment of personnel in Different tasks. To achieve High quality workmanship. Creating an organisation that works as a team. Using the limited available resources and producing maximum output. Providing safe and satisfactory working conditions for all personnel and workers.
5. Functions: Planning & Scheduling Organizing Staffing Directing Controlling & Co-ordinating
6. Stages of construction Briefing Designing Tendering Construction Commissioning
7. 1) Briefing Stage • This stage consists of framework required for the construction work to take a shape from the ideology of client and feasibility of Project which involves architects, engineers and project manager.
Objectives Developing Alternatives Feasible Solution ? Evaluation of Alternatives Report & Recommendation Technical and non technical Investigations
8. 2) Designing or planning Stage Prepare construction schedule Prepare final cost estimate Prepare Working Drawings and specificati ons Prepare scheme and detailed designs Soil investigations, Topographic investigation, material supply and market surveys etc Carry out Technical Investigations Final adoption of the most suitable summary Finalize Project Summary
Contents:
1.history
2.what is precast concrete and why it is called so?
3.properties
4.features
5.precast concrete structural elements
6.types
7.advantages
8.disadvantages
The vacuum dewatering process basically improves strength, durability, and other properties of concrete by reducing the water-cement ratio immediately after the mix is placed, usually in floors and other flatwork. A Bridgeport, Connecticut vacuum dewatering demonstration, although it involved no new ...
vacuum dewatering system
vacuum dewatering pump
vacuum dewatering box
wellpoint pump systems
dewatering pump system
dewatering pump
dewatering wellpoint
small wellpoint dewatering systems
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
best seminar topics for civil engineering
seminar topics pdf
seminar topics for mechanical engineers
seminar topic for civil engineering pdf
Detailed specification of an item of work specifies the quantities of materials, proportion of mortar, workmanship, method of preparation & execution and method of measurement.
Detailed specifications of different items of works are prepared separately and describe what the work should be and these shall be executed and constructed.
Caissons_Advanced Construction Technology (Semester-6), Civil EngineeringA Makwana
It’s a prefabricated hollow box or cylinder.
It is sunk into the ground to some desired depth and then filled with concrete thus forming a foundation.
Most often used in the construction of bridge piers & other structures that require foundation beneath rivers & other bodies of water. This is because caissons can be floated to the job site and sunk into place.
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The intersection of railway track and the road at the same level is referred to as a level crossing. In the urban areas the level crossing is generally monitored by qualified railway personnel who monitor the train movement and close the level crossing gate to stop the interfering road traffic but such closing of gates leads to congestion in road traffic and also causes loss of time to road users. Road under bridge and road over the bridge are considered as solutions for avoiding level crossings of roads and railway track.
Pile foundations_Advanced Construction TechnologyA Makwana
Pile foundation is that type of deep foundation in which the loads are taken to a low level by means of vertical members which may be of timber, concrete or steel.
Basic beam column structure construction and examples and lastly shell structure in short.
Rafiq azam buildings.Richerd Mier, Le Corbusier, Tadao Ando residences.
Bangladesh Liberation War museum
Sydney opera house
Attributes affecting success of the residential projects – a reviewA Makwana
Construction industry is complex in nature and construction projects in India face many challenges and complex issues, such as time, cost, safety, quality and stakeholder satisfaction. According to Construction scenario there are various factors that affecting the residential project. These review paper shows the selection of criteria based on by giving the importance to other researcher’s research. The criteria were curtailed down according to literature review studied in this paper, interaction with stakeholder which are Engineers, Project managers, Architects, Consultants, Developers and educational experts, of Surat and Vadodara city in Gujarat.
A Review on Thin-shell Structures: Advances and TrendsA Makwana
This paper provides a review of research advances and trends in the area of thin shell structures. The art of building thin-shell structures has been with us since ancient times. In practical civil engineering, the necessity of covering large column free open areas with shell surfaces is often an issue. Over the course of time, this shell form became very popular to engineers due to a number of advantages it offers, and started drawing the attention of a number of researchers. A thin shell is a term not in itself as readily understandable by the layman as the terms dome or vault would be. It is in a sense a word coined on the basis of its structural connotations, as exhibited in the artifacts it creates. There are many interesting aspects of the use of shells in engineering, but one alone stands out as being of paramount importance: it is the structural aspect. At the beginning of this century, under the influence of the art movement and the dominance of industrialized building materials, any remnants of curvilinear architecture were mercilessly banished. Within that period avant-garde art emphatically proclaimed a total repudiation of the traditions and classical revivals that in architecture were symbolized mostly by arches and vaults. Ready-to-use rectilinear steel beams and columns and easy-to build rectilinear concrete forms struck a lethal blow to the curvilinear approach in architecture. Rectilinearity became synonymous with rationality, while curvilinearity came to symbolize decadence. Remember, for instance, the negative stigma given to the baroque for its assumed pomposity in glorifying curves. In practical terms such an attitude in design is clearly manifested in the present cityscapes that are totally free of arches, domes, shells, and any other form that is not rectilinear. With today‟s almost unlimited computer technology and the knowledge that can be gained from understanding the domes and vaults built both in the past and present, it is hoped that this research work on the review aspects of curvilinear forms will contribute to further exploration and encourage the application of thin shells by the engineers and architects to whom it is addressed. Masonry domes, concrete shells, and large steel contemporary domes are presented in historical terms as case studies and in conceptual terms from the architectural and structural point of view.
Soft Computing: Autoclaved Aerated Concrete Block using Chi-Square Test throu...A Makwana
Achieving an economy in Construction nowadays takes a lot of effort. Various researches are being made to improve the quality of Concrete block so that it can achieve high strength in low weight. One such product was invented known as an Autoclave Aerated Concrete (AAC) block. Autoclave Aerated Concrete (AAC) block is attributed with properties such as a load-bearing, lightweight, high-insulating, and durable. Autoclaved Aerated Concrete (AAC) block consists of basic materials that are widely available including Sand, Cement, Fly Ash, Lime, Gypsum, Aluminium Powder Paste, Water and an Expansion agent. The major volume in Autoclave Aerated Concrete (AAC) is covered by silica sand and it is one of the world’s most abundant natural resources. The finished product is up to five times the volume of the raw materials used, with an air content of 70% to 80% which makes them lightweight. The effort is made to fulfil the framed objective of this analytical research is to study, Engineer, Consultants and Trader’s perceptions towards the use of Autoclaved Aerated Concrete (AAC) block in construction projects and to analyse, the data collected as per questionnaire survey of targeted respondents study. This objective was achieved by a deriving conclusion about whether the AAC blocks are much better than clay bricks or not, by soft computing. The soft computing was done using one of the Statistical Packages for the Social Science (SPSS) method. i.e. Chi-square test. Required data for the study was collected through questionnaires that were distributed among the respondents who work at various construction projects. Mainly Engineers, Consultants, Traders and Contractors were selected as a respondent to getting efficient and reliable technical data. Result of the survey proved that the AAC block are better compare to the clay bricks.
Poster Presentation: An Integrated Approach for Enhancing Ready Mixed Concret...A Makwana
An Integrated Approach for Enhancing Ready Mixed Concrete utility using Analytic Hierarchy Process (AHP) and Technique for Order Preference by Similarity to Ideal Solution (TOPSIS)
FACTORS CONTRIBUTING TO THE RISING IMPORTANCE OF MODULAR CONSTRUCTION ADOPTIO...A Makwana
In recent times, the trend of modular construction adoption is increasing very fast due to
availability of latest tools and technology, efficient technical manpower and skilled labour
why mainly focus of this area is taken into
consideration through management approach with the help of Relative Importance Index
technique. Modular construction is one type of construction in which modular units are
produced in factory and then delivered to site and assembled as large volumetric
components. The modular units can be produced in any form; it may be service units such as
toilets, lifts, parts of rooms and complete rooms. The existing modular construction approach
is based on survey in Rajkot city. For survey work, Questionnaires is designed and distribute
to Consultants and Contractors. After data collection, rank has been given to the selected
factors of modular construction.
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.
DEMOLITION OF BUILDINGS: INTEGRATED NOVEL APPROACHA Makwana
Every civil engineering structure is designed for a certain life period generally 100 years. After that the existence of a structure is very dangerous and unstable, which may cause a severe impact and be a cause of many deaths. So removal of such structures with proper safety measures has got great importance. Before any demolition of any type is employed in an area, it is vital that the rescue phase has ended completely. The rescue teams must have given clear information to the contractors that their rescue phase is finished in the selected area, since any demolition work carried out may reveal survivors. Such situations are highly sensitive and must be respected. A major disaster has an economic effect on the local region since the loss of buildings, lifelines and infrastructure results in a slump in the local economy. It is therefore important to boost the economy by employing as much local expertise and workforce as possible. This creates a unity in rehabilitation in the community and results in a more stable recovery. Due to this scenario, the demolition work should be carried out by a consortium, especially set up to do the work rather than commissioning the work to individual companies. This consortium must be set up in regions of high seismic risk to ensure rapid formation after a disaster. This will combat the eventual competitiveness of the large financial investors in the community which could result in a monopoly controlled by certain individuals. It would therefore be preferable to have a local demolition joint-venture to generate the needed local income after a disaster. There will, however, be a certain need for outside managerial and consultancy aid, especially in the developing countries, and this must be acknowledged and respected. The cooperation with the outside aid must be extensive and at a high level in conjunction with the local representatives so as to maintain as much of the local culture and style as possible. The outside consultants must be cautious when introducing major resources, such as machinery, into the post-disaster phases since this may be seen as taking work away from local resources.
ANTI-TERMITE TREATMENT: NEED OF CONSTRUCTION INDUSTRYA Makwana
Termites popularly known as white ants cause considerable damage to wood works,
furnishing etc. of buildings. The Latin name Isoptera means "equal wing" and refers to the
fact that the front set of wings on a reproductive termite is similar in size and shape to the hind
set. Termites are social and can form large nests or colonies, consisting of very different
looking individuals (castes). There are more than 2,500 different types of termites in the world.
In some country the loss caused due to termites is estimated to be as high as 10% of the capital
outlay of the building. Anti-termite treatment is therefore necessary so that damages are either
reduced or stopped together. Through regular inspections, a termite specialist can help
identify common hot spots for activity and warning signs for a termite infestation, plus share
tips to help keep termites at bay. Termites can fit through cracks as thin as an average business
card (1/32 inch) so proper maintenance is crucial to seal up any gaps around the foundation
and roof/eaves. To identify the termite and its uniqueness, the life cycle of termite is necessary
to understand. Anti- termites are used to combat the problem. There are combinations of
methods depending on what sort of damage is done by the termites. The treatment has to be
implemented at the time of construction for effective and permanent solution.
INTELLIGENT BUILDING NEW ERA OF TODAYS WORLDA Makwana
A building that uses both technology and process to create a facility that is safe,
healthy and comfortable and enables productivity and well-being of its occupants. With lots
of energy crisis in today‟s world now it‟s important for architects, engineers and construction
managers to make buildings which are energy efficient and intelligent by its functions and as
well as its usage, too. Technologies applied in intelligent buildings will improve the building
environment and functionality for occupants, while reducing operational costs. Smart or
clever buildings, perhaps focus on control systems, but intelligent buildings go far beyond
this. An intelligent building has an implicit logic that effectively evolves with changing user
requirements and technology, ensuring continued and improved intelligent operation,
maintenance and optimization. It exhibits key attributes of environmental sustainability to
benefit present and future generations. An intelligent building system concept recognizes that
the true cost of the building is not its cost of construction; it must include the operating and
maintenance costs over the structure‟s life span. Intelligent buildings yield cost reductions
over all these areas by optimizing energy use through automated control, communication and
management systems. They also guard against repair costs, employee time, productivity loss,
revenue loss and the loss of customers to competitors. Now a day, all heard of „sickbuilding‟
syndrome and the misery this can inflict in the workplace in terms of poor health
and lost production. The notion of the Intelligent Building is the modern civil engineer's Big
Idea in tackling these and other such deficiencies. The intelligent building can adapt itself to
maintain an optimized environment. An intelligent building must be smart enough to vary the
environment to suit the users and also to provide various means of communication or
network regardless of whether it is internal or external. At an even more fundamental level
intelligent buildings can cope with social and technological change and also are adaptable to
human needs. This paper provides a review of research era in the area of Intelligent Building
with case studies.
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
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.
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressionsVictor Morales
K8sGPT is a tool that analyzes and diagnoses Kubernetes clusters. This presentation was used to share the requirements and dependencies to deploy K8sGPT in a local environment.
NUMERICAL SIMULATIONS OF HEAT AND MASS TRANSFER IN CONDENSING HEAT EXCHANGERS...ssuser7dcef0
Power plants release a large amount of water vapor into the
atmosphere through the stack. The flue gas can be a potential
source for obtaining much needed cooling water for a power
plant. If a power plant could recover and reuse a portion of this
moisture, it could reduce its total cooling water intake
requirement. One of the most practical way to recover water
from flue gas is to use a condensing heat exchanger. The power
plant could also recover latent heat due to condensation as well
as sensible heat due to lowering the flue gas exit temperature.
Additionally, harmful acids released from the stack can be
reduced in a condensing heat exchanger by acid condensation. reduced in a condensing heat exchanger by acid condensation.
Condensation of vapors in flue gas is a complicated
phenomenon since heat and mass transfer of water vapor and
various acids simultaneously occur in the presence of noncondensable
gases such as nitrogen and oxygen. Design of a
condenser depends on the knowledge and understanding of the
heat and mass transfer processes. A computer program for
numerical simulations of water (H2O) and sulfuric acid (H2SO4)
condensation in a flue gas condensing heat exchanger was
developed using MATLAB. Governing equations based on
mass and energy balances for the system were derived to
predict variables such as flue gas exit temperature, cooling
water outlet temperature, mole fraction and condensation rates
of water and sulfuric acid vapors. The equations were solved
using an iterative solution technique with calculations of heat
and mass transfer coefficients and physical properties.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
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.
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.
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.
3. PRESENTATION
OUTLINE…
• Form work for R.C.C. wall, slab, beam &
column
• Centering for arches of large spans and dams
• Design features for temporary works
• Slip formwork
• False work for Bridges
3Prof. Ashish Makwana
4. FORM WORK
• The form work is a temporary ancillary construction
used as a mould for the structure, in which concrete
is placed and in which it hardens and matures.
• Cost of form work- 20 to 25 % of the cost of
structure in building work
4Prof. Ashish Makwana
5. FORMWORK FOR CONCRETE
STRUCTURES SHOULD BE
• Strong enough to resist the pressure or the weight
of the fresh concrete plus any constructional live
loads.
• Rigid enough to retain the shape without undue
deformation.
• Economical in terms of the total cost of the forms
and the concrete surface finishing when required.
• Sufficiently watertight to avoid leakage at the
joints.
5Prof. Ashish Makwana
8. FORMWORK ECONOMY
• Design the formwork to provide adequate but not
excessive strength and rigidity.
• Fabricate the forms into modular sizes to provide
more reuses without refabricating when practical.
• Prepare working drawings prior to fabricating the
forms.
• Prefabricate form sections on the ground rather than
on scaffolding.
• Use the most economical formwork material
considering the initial cost and reuses.
8Prof. Ashish Makwana
9. FORMWORK ECONOMY (continued..)
• Use no more nails than are needed to join the forms
together safely.
• Remove the formwork as soon as it is permissible.
• Clean and oil forms by using releasing agent after
each use.
• When it is permissible install construction joins to
reduce the total quantity of form material required
and permit the carpenters to work more
continuously.
9Prof. Ashish Makwana
14. FORM WORK FOR R.C.C. WALL
• Wall formwork is a simpler than for other concrete
units as the actual forces against it are less, most of
the load being carried vertically downwards.
• The panels at both sides are held in position by
ties.
• Ties are also used as spacer, arranging wall
thickness.
• WaII support systems are usually sloping props
at satisfactory intervals.
14Prof. Ashish Makwana
16. FORM WORK FOR COLUMN
• Column formwork is made usually with either timber
or metal panels.
• The principle is to create an enclosed box with
frames at the exact size of the column and fix it
tightly on the kicker left from base or at the last
stage of column concreting.
• The box is held in position by steel column clamps
or bolted yokes and supported by timber studs or
props.
16Prof. Ashish Makwana
18. FORM WORK FOR
R.C.C. SLAB
• Floors require a large area of formwork to be
provided usually from beam to beam.
• Timber floor formwork consists of timber boards or
plywood sheets supported on a framework and
resting on a series of timber joists.
• Again timber and metal props can be used for
vertical supports.
• Metal panels can be used and bolted or clipped
together and held in place by a system of metal
beams or a tabular scaffold system.
• Adjustable props need for levelling purposes.
18Prof. Ashish Makwana
20. FORM WORK FOR
R.C.C. BEAM
• Beam formwork consists of open through section
and because it is not closed at the top requires
more supporting framework to restrain the sides.
• The supports need to be maintained to the soffit and
also provide lateral support to the sides.
• In timber this is done by the use of a headtree
across the top of a vertical member.
• Metal panels are used with corner pieces, but
timber headtrees are needed for vertical support.
20Prof. Ashish Makwana
21. No Description of structural member
Period of
time
1
Walls, columns and vertical sides of
beams
1 to 2 days
2 Slabs (props left under) 3 days
3 Beam soffits (props left under) 7 days
4
Removal of props to slabs
(a) For slabs spanning upto 4.5 m 7 days
(b) For slabs spanning over 4.5 m 14 days
5
Removal of props to beams and arches
(a) Spanning upto 6 m 14 days
(b) spanning over 6 m 21 days
21
Table 1: Period of removal of formwork
Prof. Ashish Makwana
22. CENTERING FOR ARCHES OF
LARGE SPANS AND DAMS
• Centering is a type of falsework: the temporary
structure upon which the stones of an arch are laid
during construction.
• Once the arch is complete, it supports itself, but until
the keystone is inserted, it has no strength and
needs the centering to keep the voussoirs in their
correct relative positions.
• A simple centering without a truss is called a
common centering. The cross piece connecting
centering frames are called a lag.
22Prof. Ashish Makwana
24. DESIGN FEATURES FOR
TEMPORARY WORKS
• Strength: Forms and shutters have to be designed
to support dead weight, live load and hydrostatic
pressure. Sheathing must be rigid enough to resist
bulging.
• Speedy erection and dismantling: The formwork sho
uld be simple to remove without causing damage to
the concrete.
• Tightness of joints: The liquid retaining properties
the formwork must be adequate to prevent leakage
of cement and fine aggregate from the concrete.
24Prof. Ashish Makwana
25. DESIGN FEATURES FOR TEMPORARY WORKS (continued..)
• Rigidity: Brace formwork and support to ensure
no movement may take place under wind pressure,
or when the concrete is being placed and vibrated.
• Ease of handling: Forms and shutters must be of a
size and weight that can be handled by the labour
and plant available on site.
• Removal of debris: Provide all formwork with special
cleanout holes to allow for the removal of sawdust, s
havings, and other debris from the bottom of the for
mwork before the pour begins.
25Prof. Ashish Makwana
26. DESIGN FEATURES FOR TEMPORARY WORKS (continued..)
• Reuse:
– Design for unit construction, if possible, so that
at you can strike and reuse as soon as possible.
– Use clamps, wedges, and similar devices to hold
sections of formwork in place.
– Avoid nailing as much as possible, nail holes and
bruising of the timber will spoil
formwork for further use.
– The formwork material must be durable and capa
ble of producing a good surface finish.
26Prof. Ashish Makwana
27. SLIP FORMWORK
• This is a form which is continually being moved
upwards, or sideways, as the concrete is being
poured.
• The rate of movement is regulated so that the forms
leave the concrete only after it is strong enough to
retain its shape and support the weights imposed on
it.
• Vertical structures such as chimneys (Huntly Power
Station) and cooling towers (Ohaaki Thermal Power
Station) are often done this way.
27Prof. Ashish Makwana
30. FALSEWORK FOR BRIDGES
• Falsework is temporary structure or framework used
in construction to support materials, equipment, or
formwork.
• Most falsework is vertical, supporting beams and
slabs. Falsework must be engineer designed.
• As well as supporting the weight, allowance must
made for sideway pressures such as wind, stacks
materials causing eccentric loading, props out of
plumb, formwork being struck by machinery or crane
loads.
30Prof. Ashish Makwana
31. FALSE WORK FOR BRIDGES (continued..)
• Falsework can be:
– timber;
– scaffold tube with adjustable screw jacks, top or
bottom, or both;
– proprietary prop such as Acrow prop;
– proprietary braced frame such as Acrow shore;
– proprietary floor centre (a telescopic beam);
– proprietary beam clamps such as Acrow beam
clamp which combines formwork and falsework.
31Prof. Ashish Makwana
32. FALSE WORK FOR BRIDGES (continued..)
SETTING UP FALSEWORK
• Base must be level and firm. A sole plate is
preferable.
• Props and frames must be placed as per design.
• Place props centrally under members
• Brace falsework in two directions
• Floor centres must have full bearing for the end
tongues.
• Beams must be centred over props to prevent
eccentric (out of line) loading.
32Prof. Ashish Makwana