It is used as a mould for a structure in which fresh concrete is poured only to harden subsequently.
formwork for concrete slab
beam formwork
steel formwork
doka h20
types of formwork
formwork for concrete
what is formwork in construction
building formwork
plywood disadvantages
advantage plywood
advantages and disadvantages of wood
best plywood for formwork
plywood formwork for concrete
mdf advantages and disadvantages
examples of advantages and disadvantages
advantage steel and construction
advantages of steel
disadvantages of steel structures
examples of advantages and disadvantages
advantages and disadvantages of surveys
wiki advantages and disadvantages
steel formwork design
steel formwork system
This presentation is on design of welded and riveted connections in steel structures. in this presentation we learn briefly about these connections and design terminology about these connections.
good for engineering students
to get deep knowledge about design of singly reinforced beam by working stress method.
see and learn about rcc structure....................................................
It is used as a mould for a structure in which fresh concrete is poured only to harden subsequently.
formwork for concrete slab
beam formwork
steel formwork
doka h20
types of formwork
formwork for concrete
what is formwork in construction
building formwork
plywood disadvantages
advantage plywood
advantages and disadvantages of wood
best plywood for formwork
plywood formwork for concrete
mdf advantages and disadvantages
examples of advantages and disadvantages
advantage steel and construction
advantages of steel
disadvantages of steel structures
examples of advantages and disadvantages
advantages and disadvantages of surveys
wiki advantages and disadvantages
steel formwork design
steel formwork system
This presentation is on design of welded and riveted connections in steel structures. in this presentation we learn briefly about these connections and design terminology about these connections.
good for engineering students
to get deep knowledge about design of singly reinforced beam by working stress method.
see and learn about rcc structure....................................................
A truss is an assembly of members such as beams, connected by nodes, that creates a rigid structure. In engineering, a truss is a structure that "consists of two-force members only, where the members are organized so that the assemblage as a whole behaves as a single object"
We can quickly update our project's tasks to 100% complete or the scheduled percent complete in Microsoft Project.
Quickly update tasks to 100% complete
If we have tasks in our project that have been completed as scheduled, we can quickly update them all to 100% percent complete for the current date, a status date, or a date that we specify.
Update tasks to 100% complete for the current or status date
On the Task tab, in the View group, choose Gantt Chart.
Hold CTRL and select each of the tasks in the list that we want to update.
In the Schedule group, choose 100% Complete.
Update tasks to scheduled percent complete for a specific date
On the Task tab, in the View group, choose Gantt Chart.
If we want to update only specific tasks, hold CTRL and select each of the tasks in the list.
On the Project tab, in the Status, group, choose Update Project.
In the Update Project dialog box, choose Update work as complete through, and then type or select the date through which we want progress updated.
Select Set 0% - 100% complete.
If we are updating specific tasks, select Selected Tasks. If we are updating all tasks in the project, select Entire Project.
As a project manager, we need to create regular status updates to inform stakeholders about the progress of the project.
Updating our schedule regularly means that we always have a clear view of what has happened and what is due to happen on our project. This gives us and our team confidence that we are actively managing the work towards a successful conclusion.
Resource levelling is a technique in project management that overlooks resource allocation and resolves possible conflict arising from over-allocation. When project managers undertake a project, they need to plan their resources accordingly.
This will benefit the organization without having to face conflicts and not being able to deliver on time. Resource levelling is considered one of the key elements to resource management in the organization.
An organization starts to face problems if resources are not allocated properly i.e., some resource may be over-allocated whilst others will be under-allocated. Both will bring about a financial risk to the organization.
Resource levelling is required when there is a demand for resources more compared to the available supply.
Resource levelling helps an organization to make use of the available resources to the maximum. The idea behind resource levelling is to reduce wastage of resources i.e., to stop over-allocation of resources.
Project manager will identify time that is unused by a resource and will take measures to prevent it or making an advantage out of it.
By resource conflicts, there are numerous disadvantages suffered by the organization, such as:
Delay in certain tasks being completed
Difficulty in assigning a different resource
Unable to change task dependencies
To remove certain tasks
To add more tasks
Overall delays and budget overruns of projects
Introduction: -
Expression: -
x + 2
Equation: -
x + 2 = 20
x2 + 2x + 5 = 12
Linear Equation: -
x + 2 = 20 => x1 + 2 =20
y2+ 5 = 2y + 6 => y2 + 5 = 2y1 + 6
Solving Equation
1) Variable on one side
Method 1 : -
e.g. 2x – 3 = 5
2x -3 + 3 = 5 + 3 (add 3 on both sides)
2x = 8
𝟐𝒙/𝟐= 𝟖/𝟐
x = 4
Method 2: - Transpose
e.g. 2x – 3 = 5
2 x = 5 + 3
2 x = 8
X = 𝟖/𝟐
X = 4
2) Variable on both sides
e.g. 3x – 4 = x + 2 Verify
3x – x = 2 + 4 LHS = 3x -4
2x = 6 3*3 – 4 = 5
x = 𝟔/𝟐 RHS = x + 2
x = 3 3 + 2 = 5
So, LHS = RHS
Solving Word Problems: -
Que) A man is 25 years older than his son. After 5 years, he will be two times as old as his son. Find their present ages.
Solution: -
Let’s sons present age = x years
Then father’s age = x + 25
After 5 years,
Son’s age = x + 5
Father’s age = (x + 25) + 5 = x + 30
Given, x + 30 = 2*(x + 5)
x + 30 = 2x + 10
x – 2x = 10 – 30
-x = -20
x = 20 = son’s age
Fathers age = 20 + 25 = 45 years.
WATER ABSORPTION TEST ON BRICKS
IS 3495 (part 2) : 1992
Theory: -
Brick for external use must be capable of preventing rain water from passing through them to the inside of walls of reasonable thickness. A good brick should absorb water maximum 1/7th of the weight of the brick.
Water absorption test on bricks are conducted to determine durability property of bricks such as degree of burning, quality and behaviour of bricks in weathering.
The degree of compactness of bricks can be obtained by water absorption test, as water is absorbed by pores in bricks. The water absorption by bricks increase with increase in pores.
water absorption shall not be more than 20 percent by weight up to class 12.5 and 15 percent by weight for higher classes.
Equipment for Moisture Content of brick :-
Water Bath: Temperature should be maintained at 27 ± 2°C for 24 hours.
Weighing Balance: A sensitive balance capable of weighing within 0.1 percent of the mass of the specimen.
Oven: Temperature should be maintained at 105 to 115 degree Celsius.
Testing Procedure:-
Immerse specimen in clean water at a temperature of 27 ± 2°C for 24 hours. Remove the specimen and wipe out any traces of water with a damp cloth and weigh the specimen. Complete the weighing 3 minutes after the specimen has been removed from water (W1).
Dry the specimen in a ventilated oven at a temperature of 105 to 115°C for 24 hours. Cool the specimen to room temperature and obtain its weight (W2). Specimen warm to touch shall not be used for the purpose.
Water absorption, percent by mass, after 24-hour immersion in cold water is given by the following formula:
(𝑊1 −𝑊2)/𝑊2 * 100
Tensile tests on plywood, Plywood as a Construction Material, Uses of Plywood as a Building Material, IS : 1734 (Part 9) - 1983, Universal Testing Machine (UTM), Construction Materials Lab,
Plywood as a Construction Material :-
Plywood as a building material is very widely used due to its many useful properties. It is an economical, factory-produced sheet of wood with precise dimensions that does not warp or crack with changes in atmospheric moisture.
Ply is an engineered wood product made from three or more 'plies' or thin sheets of wood. These are glued together to form a thicker, flat sheet.
Uses of Plywood as a Building Material :-
Plywood has a huge range of uses within the construction industry. Some of its most common uses are:
To make light partition or external walls
To make formwork, or a mould for wet concrete
To make furniture, especially cupboards, kitchen cabinets, and office tables
As part of flooring systems
To make light doors and shutters.
The tensile strength when determined by the method described in IS 1734 (Part 9) shall comply with the following values:
a) Tensile strength shall be not less than 42.0 N/mm2 in the direction parallel to grain direction of the face veneers.
b) Tensile strength shall be not less than 25.0 N/mm2 in the direction of right angles to the grain direction of the face veneers.
c) Sum of the tensile strength in both directions shall be not less than 84.5 N/mm2.
Procedure :-
Specimen should be placed under Universal Testing Machine (UTM) and the load shall be applied continuously throughout the test at a rate of traverse of the movable head of 1 mm/min. The specimen shall be held in wedge-type self-tightening and self-aligning grips.
Note the load at which plywood specimen fails (kg).
Calculate Maximum tensile stress (N/mm2) = (𝐹𝑎𝑖𝑙𝑢𝑟𝑒 𝐿𝑜𝑎𝑑)/(𝐴𝑟𝑒𝑎 𝑈𝑛𝑑𝑒𝑟 𝑇𝑒𝑛𝑠𝑖𝑜𝑛).
Report the average of tensile stress parallel to face grain of three plywood specimens as Maximum Tensile stress parallel to face grain.
Report the average of tensile stress perpendicular to face grain of three plywood specimens as Maximum Tensile stress perpendicular to face grain.
Gps and its use in vehicle movement study in earthquake disaster management r...Mayur Rahangdale
What is GPS?
GPS Segments
Pseudo – Random Numbers (PRN)
Coarse acquisition (C/A) code
P code (Precision or Protected code)
P code (Precision or Protected code)
GPS Trilateration
EARTHQUAKE DISASTER MANAGEMENT
Disaster Management Cycle
ADVANTAGE OF GPS IN DISASTER MANAGEMENT
GPS LIMITATION IN DISASTER MANAGEMENT
HOW DOES GPS PLAY A ROLE IN EARTHQUAKE RESCUE?
Case Study - Great East Japan Earthquake in Ishinomaki City, Japan -11 March 2011.
GPS and its use in vehicle movement study in Earthquake Disaster ManagementMayur Rahangdale
What is GPS?
GPS Segments
Pseudo – Random Numbers (PRN)
Coarse acquisition (C/A) code
P code (Precision or Protected code)
P code (Precision or Protected code)
GPS Trilateration
EARTHQUAKE DISASTER MANAGEMENT
Disaster Management Cycle
ADVANTAGE OF GPS IN DISASTER MANAGEMENT
GPS LIMITATION IN DISASTER MANAGEMENT
HOW DOES GPS PLAY A ROLE IN EARTHQUAKE RESCUE?
Case Study - Great East Japan Earthquake in Ishinomaki City, Japan -11 March 2011.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
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.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
AKS UNIVERSITY Satna Final Year Project By OM Hardaha.pdf
Steel Structure Design
1. Title of Presentation :- Steel Structures (Trusses)
• Location – Badnera Railway Junction
By Mayur .U. Rahangdale
Department Of Civil Engineering
PRMIT &R, Badnera,
Amravati
2. Steel Structural :-
• The aim of design of steel structure consists of framing and
proportioning its various members in such a way that the required
strength ,stiffness and stability are obtained at minimum possible
cost.
• The steel members posses high strength. These can resist high loads
with comparatively light weight and smaller dimensions.
3. Roof Truss :-
• Roof trusses are supposed to resist in a plane loading by developing axial
forces i.e., tension and compression in the component members.
• All joints are assumed to be hinged and loads are applied at joints only.
4. King Post Truss:-
Components of king post truss:-
1.Principle Rafter
2.Strut
3.Tie beam
4.Gusset plate
5.Purlin
6.King post
5. Principle Rafter :-
• It is defined as the upper diagonal member of roof truss supporting
the purlins and common rafters or those joint to which the roof
boarding is secured.
• It supports to the purlins on which the common rafters rest.
• They are mainly compression member and may be subjected to shear
and bending moment, if the purlins are not placed at nodal points.
6. Strut:-
• It is a forming member of a framework design to resist compression.
• It is generally inclined member of truss which connect to the tie
beam.
7. Tie beam:-
• It is defined as a horizontal beam connecting two rafters of a roof
truss.
• It helps to resist the spreading of the rafters.
8. Gusset plate :-
• It is a plate provided to make connections at the place where more than
one members is to be jointed.
• Eg. Joint of truss , truss girders etc
• The size and shape of the gusset plate are usually decided from the
direction of member meeting at the joint.
• Minimum thickness of gusset plate is 12 mm
9. Purlins:-
• Purlins are beams provided over trusses to support the roofing
between the adjacent trusses.
• These are placed in a tilted position over the principle rafters of the
trusses.
• Channel and angle section are commonly used as purlins.
10. King Post :-
• It is defined as upright post in centre of the roof truss ,extending from
the tie beam to the apex of truss.
• It is the vertical member of the truss, occupying the central position
of truss.
11. Connections:-
• Connection are used to connect the various elements of steel
structure.
• The ultimate aim of connection design is to produce a joint.
• Connections can be classified as,
1. Riveted Connections
2. Bolted Connections
3. Welded Connections
12. Riveted Connections:-
• Rivet is made up of round ductile steel bar piece called shank, with a head at
one end. The head can be of different shapes.
• Sizes of rivet is the diameter of shank.
• Nominal diameter of rivet= diameter of shank.
13. Bolted Connections:-
• A bolt is a metal pin with a head at one end and a shank threaded at
the other end to receive a nut.
• The holes made for placing the bolts in the joints may be either
drilled or punched.
14. Welded Connections:-
• Welding is the process of joining two pieces of metals by creating a
strong metallurgical bond between them by heating or pressure.
• Welding offers many advantages over bolting and riveting. When two
structural member are joined by means of welds, the connection is
called the welded connections.
15. Pinned Joint:-
• A pinned joint is one degree of freedom kinematics pair used in
mechanisms.
• It provide single axis rotation function used in many places such as
door hinges, folding mechanism, foot bridge and other uniaxial
rotation devices.
• It is also known as revolute joint or hinged joint.
16. Laced Column:-
• To achieve maximum value of minimum radius of gyration, without
increasing the area of section, number of element {i.e., channels} are placed
away from the principal axis using suitable lateral systems.
• This lateral systems are lacing.
• In bolted connection ,the minimum width of lacing bars shall be three times
the nominal diameter of bolt.
17. Battens Column:-
• Batten column have same strength as laced column, but are uneconomical
and are used therefore rarely.
• Battens are plates used to connect the main components of compression
members.
18. Column Bases:-
• Steel column are normally supported over concrete blocks. However, when
the loads supported by these column are large and the bearing pressure of
concrete from below is insufficient to resist the loads, they may fail.
• Therefore, it is a normal practice to distribute the column loads to steel
base plates which are placed over these concrete blocks, column bases are
primarily subjected bearing pressure from below and bending moment and
shear force.