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Radioactive methods
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Hi viewers, I am back with the various concepts of TYPES OF TESTS ON CONCRETE for civil engineers.
Here, i explained few topics
What is a concrete? Classification based o state of concrete? and various tests?
Pile foundation is important for construction of foundation where bearing capacity of soil is poor. Pile foundation is use for distribution of uneven load of superstructure.There are so many type of pile are use for construction. Here i present some of pile with suitable condition for construction and methods for construction.
Thank you.
Quality Control in Concrete and Durability factors : An overviewbybyRAJESH PRASAD,IRSE, CPM/M, RVNL. KOLKATA. An interesting and informative presentation....
Definition,
functions,
types of foundations,
foundation loads,
selection criteria for foundations based on soil conditions,
bearing capacity of soil,
methods of testing,
method of improving bearing capacity of soil,
settlement of foundations,
precautions against settlement,
shallow and deep foundations,
different types of foundations – wall footing (strip footing), isolated footing, combined footing, raft foundation, pile foundation etc.
non destructive concrete testing equipment
non destructive concrete testing methods
non destructive test Penetration method
Rebound hammer method
Pull out test method
Ultrasonic pulse velocity method
Radioactive methods
methods of testing concrete
concrete strength testing methods
types of non destructive testing
non destructive concrete testing equipment
concrete tests pdf
destructive and non destructive testing
concrete testing procedures
non destructive test for concrete
destructive and non destructive testing
non destructive testing pdf
types of non destructive testing
non destructive testing methods
non destructive testing methods ppt
Hi viewers, I am back with the various concepts of TYPES OF TESTS ON CONCRETE for civil engineers.
Here, i explained few topics
What is a concrete? Classification based o state of concrete? and various tests?
Pile foundation is important for construction of foundation where bearing capacity of soil is poor. Pile foundation is use for distribution of uneven load of superstructure.There are so many type of pile are use for construction. Here i present some of pile with suitable condition for construction and methods for construction.
Thank you.
Quality Control in Concrete and Durability factors : An overviewbybyRAJESH PRASAD,IRSE, CPM/M, RVNL. KOLKATA. An interesting and informative presentation....
Definition,
functions,
types of foundations,
foundation loads,
selection criteria for foundations based on soil conditions,
bearing capacity of soil,
methods of testing,
method of improving bearing capacity of soil,
settlement of foundations,
precautions against settlement,
shallow and deep foundations,
different types of foundations – wall footing (strip footing), isolated footing, combined footing, raft foundation, pile foundation etc.
Design and analysis of reinforced concrete multistory commercial building usi...Estisharaat Company
Design of multistory building by solving a sample manually ans rest of the building by solving on autodesk robot analysis, complete detailing of r.c members,final year project,complete ,how to design slabs, how to design beams, how to design rc column, how to make final year project, design of stairs,how to design foundations , how to prepare a project before using it in software for analysis,
Book for Beginners, RCC Design by ETABSYousuf Dinar
Advancement of softwares is main cause behind comparatively quick and simple
design while avoiding complexity and time consuming manual procedure. However
mistake or mislead could be happened during designing the structures because of not
knowing the proper procedure depending on the situation. Design book based on
manual or hand design is sometimes time consuming and could not be good aids with
softwares as several steps are shorten during finite element modeling. This book may
work as a general learning hand book which bridges the software and the manual
design properly. The writers of this book used linear static analysis under BNBC and
ACI code to generate a six story residential building which could withstand wind load
of 210 kmph and seismic event of that region. The building is assumed to be designed
in Dhaka, Bangladesh under RAJUK rules to get legality of that concern organization.
For easy and explained understanding the book chapters are oriented in 2 parts. Part A
is concern about modeling and analysis which completed in only one chapter. Part B
is organized with 8 chapters. From chapter 1 to 7 the writers designed the model
building and explained with references how to consider during design so that
creativity of readers could not be threated. Chapter 8 is dedicated for estimation. As a
whole the book will help the readers to experience a building construction related all
facts and how to progress in design. Although the volume I is limited to linear static
analysis, upcoming volume will eventually consider dynamic facts to perform
dynamic analysis. Implemented equations are organized in the appendix section for
easy memorizing.
BNBC and other codes are improving and expending day by day, by covering new
and improved information as civil engineering is a vast field to continue the research.
Before designing something or taking decision judge the contemporary codes and
choose data, equations, factors and coefficient from the updated one.
Book for Beginners series is basic learning book of YDAS outlines. Here only
rectangular grid system modeling and a particular model is shown. Round shape grid
is avoided to keep the study simple. No advanced analysis is described and it is kept
simple for beginners. Only two way slab is elaborated with direct design method,
avoiding other procedures. In case of beam, only flexural and shear designs are made.
T- Beam, L- Beam or other shapes are not shown as rectangular beam was enough for
this study. Bi-axial column and foundation design is not shown. During column and
foundation design only pure axial load is considered. Use of interaction diagram is not
shown in manual design. Load centered isolated and combined footing designs are
shown, avoiding eccentric loading conditions. Pile and pile cap design, Mat
foundation design, strap footing design and sand pile concept are not included in this
These slides gives a basic idea about R C C structures. Elementary knowledge about different methods of design and detailing as IS code IS 456-2000 has been discussed in a lucid way.
Earthquake Resistant Building ConstructionRohan Narvekar
This File comprises of a general information and guidelines for construction of Earthquake Resistant buildings, Its a basic study of the same and may help students and learners for overall information of this technology.
INTRODUCTION: Advantages and Disadvantages of Steel structures, Loads and Load
combinations, Design considerations, Limit State Method (LSM) of design, Failure criteria for
steel, Codes, Specifications and section classification.
BOLTED CONNECTIONS: Introduction, Behaviour of Bolted joints, Design strength of
ordinary Black Bolts, Design strength of High Strength Friction Grip bolts (HSFG), Pin
Connections, Simple Connections, Moment resistant connections, Beam to Beam connections,
Beam and Column splices, Semi-rigid connections
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
Observability Concepts EVERY Developer Should Know -- DeveloperWeek Europe.pdfPaige Cruz
Monitoring and observability aren’t traditionally found in software curriculums and many of us cobble this knowledge together from whatever vendor or ecosystem we were first introduced to and whatever is a part of your current company’s observability stack.
While the dev and ops silo continues to crumble….many organizations still relegate monitoring & observability as the purview of ops, infra and SRE teams. This is a mistake - achieving a highly observable system requires collaboration up and down the stack.
I, a former op, would like to extend an invitation to all application developers to join the observability party will share these foundational concepts to build on:
Elevating Tactical DDD Patterns Through Object CalisthenicsDorra BARTAGUIZ
After immersing yourself in the blue book and its red counterpart, attending DDD-focused conferences, and applying tactical patterns, you're left with a crucial question: How do I ensure my design is effective? Tactical patterns within Domain-Driven Design (DDD) serve as guiding principles for creating clear and manageable domain models. However, achieving success with these patterns requires additional guidance. Interestingly, we've observed that a set of constraints initially designed for training purposes remarkably aligns with effective pattern implementation, offering a more ‘mechanical’ approach. Let's explore together how Object Calisthenics can elevate the design of your tactical DDD patterns, offering concrete help for those venturing into DDD for the first time!
GDG Cloud Southlake #33: Boule & Rebala: Effective AppSec in SDLC using Deplo...James Anderson
Effective Application Security in Software Delivery lifecycle using Deployment Firewall and DBOM
The modern software delivery process (or the CI/CD process) includes many tools, distributed teams, open-source code, and cloud platforms. Constant focus on speed to release software to market, along with the traditional slow and manual security checks has caused gaps in continuous security as an important piece in the software supply chain. Today organizations feel more susceptible to external and internal cyber threats due to the vast attack surface in their applications supply chain and the lack of end-to-end governance and risk management.
The software team must secure its software delivery process to avoid vulnerability and security breaches. This needs to be achieved with existing tool chains and without extensive rework of the delivery processes. This talk will present strategies and techniques for providing visibility into the true risk of the existing vulnerabilities, preventing the introduction of security issues in the software, resolving vulnerabilities in production environments quickly, and capturing the deployment bill of materials (DBOM).
Speakers:
Bob Boule
Robert Boule is a technology enthusiast with PASSION for technology and making things work along with a knack for helping others understand how things work. He comes with around 20 years of solution engineering experience in application security, software continuous delivery, and SaaS platforms. He is known for his dynamic presentations in CI/CD and application security integrated in software delivery lifecycle.
Gopinath Rebala
Gopinath Rebala is the CTO of OpsMx, where he has overall responsibility for the machine learning and data processing architectures for Secure Software Delivery. Gopi also has a strong connection with our customers, leading design and architecture for strategic implementations. Gopi is a frequent speaker and well-known leader in continuous delivery and integrating security into software delivery.
DevOps and Testing slides at DASA ConnectKari Kakkonen
My and Rik Marselis slides at 30.5.2024 DASA Connect conference. We discuss about what is testing, then what is agile testing and finally what is Testing in DevOps. Finally we had lovely workshop with the participants trying to find out different ways to think about quality and testing in different parts of the DevOps infinity loop.
A tale of scale & speed: How the US Navy is enabling software delivery from l...sonjaschweigert1
Rapid and secure feature delivery is a goal across every application team and every branch of the DoD. The Navy’s DevSecOps platform, Party Barge, has achieved:
- Reduction in onboarding time from 5 weeks to 1 day
- Improved developer experience and productivity through actionable findings and reduction of false positives
- Maintenance of superior security standards and inherent policy enforcement with Authorization to Operate (ATO)
Development teams can ship efficiently and ensure applications are cyber ready for Navy Authorizing Officials (AOs). In this webinar, Sigma Defense and Anchore will give attendees a look behind the scenes and demo secure pipeline automation and security artifacts that speed up application ATO and time to production.
We will cover:
- How to remove silos in DevSecOps
- How to build efficient development pipeline roles and component templates
- How to deliver security artifacts that matter for ATO’s (SBOMs, vulnerability reports, and policy evidence)
- How to streamline operations with automated policy checks on container images
Pushing the limits of ePRTC: 100ns holdover for 100 daysAdtran
At WSTS 2024, Alon Stern explored the topic of parametric holdover and explained how recent research findings can be implemented in real-world PNT networks to achieve 100 nanoseconds of accuracy for up to 100 days.
Securing your Kubernetes cluster_ a step-by-step guide to success !KatiaHIMEUR1
Today, after several years of existence, an extremely active community and an ultra-dynamic ecosystem, Kubernetes has established itself as the de facto standard in container orchestration. Thanks to a wide range of managed services, it has never been so easy to set up a ready-to-use Kubernetes cluster.
However, this ease of use means that the subject of security in Kubernetes is often left for later, or even neglected. This exposes companies to significant risks.
In this talk, I'll show you step-by-step how to secure your Kubernetes cluster for greater peace of mind and reliability.
GraphRAG is All You need? LLM & Knowledge GraphGuy Korland
Guy Korland, CEO and Co-founder of FalkorDB, will review two articles on the integration of language models with knowledge graphs.
1. Unifying Large Language Models and Knowledge Graphs: A Roadmap.
https://arxiv.org/abs/2306.08302
2. Microsoft Research's GraphRAG paper and a review paper on various uses of knowledge graphs:
https://www.microsoft.com/en-us/research/blog/graphrag-unlocking-llm-discovery-on-narrative-private-data/
Why You Should Replace Windows 11 with Nitrux Linux 3.5.0 for enhanced perfor...SOFTTECHHUB
The choice of an operating system plays a pivotal role in shaping our computing experience. For decades, Microsoft's Windows has dominated the market, offering a familiar and widely adopted platform for personal and professional use. However, as technological advancements continue to push the boundaries of innovation, alternative operating systems have emerged, challenging the status quo and offering users a fresh perspective on computing.
One such alternative that has garnered significant attention and acclaim is Nitrux Linux 3.5.0, a sleek, powerful, and user-friendly Linux distribution that promises to redefine the way we interact with our devices. With its focus on performance, security, and customization, Nitrux Linux presents a compelling case for those seeking to break free from the constraints of proprietary software and embrace the freedom and flexibility of open-source computing.
SAP Sapphire 2024 - ASUG301 building better apps with SAP Fiori.pdfPeter Spielvogel
Building better applications for business users with SAP Fiori.
• What is SAP Fiori and why it matters to you
• How a better user experience drives measurable business benefits
• How to get started with SAP Fiori today
• How SAP Fiori elements accelerates application development
• How SAP Build Code includes SAP Fiori tools and other generative artificial intelligence capabilities
• How SAP Fiori paves the way for using AI in SAP apps
Generative AI Deep Dive: Advancing from Proof of Concept to ProductionAggregage
Join Maher Hanafi, VP of Engineering at Betterworks, in this new session where he'll share a practical framework to transform Gen AI prototypes into impactful products! He'll delve into the complexities of data collection and management, model selection and optimization, and ensuring security, scalability, and responsible use.
Le nuove frontiere dell'AI nell'RPA con UiPath Autopilot™UiPathCommunity
In questo evento online gratuito, organizzato dalla Community Italiana di UiPath, potrai esplorare le nuove funzionalità di Autopilot, il tool che integra l'Intelligenza Artificiale nei processi di sviluppo e utilizzo delle Automazioni.
📕 Vedremo insieme alcuni esempi dell'utilizzo di Autopilot in diversi tool della Suite UiPath:
Autopilot per Studio Web
Autopilot per Studio
Autopilot per Apps
Clipboard AI
GenAI applicata alla Document Understanding
👨🏫👨💻 Speakers:
Stefano Negro, UiPath MVPx3, RPA Tech Lead @ BSP Consultant
Flavio Martinelli, UiPath MVP 2023, Technical Account Manager @UiPath
Andrei Tasca, RPA Solutions Team Lead @NTT Data
Welcome to the first live UiPath Community Day Dubai! Join us for this unique occasion to meet our local and global UiPath Community and leaders. You will get a full view of the MEA region's automation landscape and the AI Powered automation technology capabilities of UiPath. Also, hosted by our local partners Marc Ellis, you will enjoy a half-day packed with industry insights and automation peers networking.
📕 Curious on our agenda? Wait no more!
10:00 Welcome note - UiPath Community in Dubai
Lovely Sinha, UiPath Community Chapter Leader, UiPath MVPx3, Hyper-automation Consultant, First Abu Dhabi Bank
10:20 A UiPath cross-region MEA overview
Ashraf El Zarka, VP and Managing Director MEA, UiPath
10:35: Customer Success Journey
Deepthi Deepak, Head of Intelligent Automation CoE, First Abu Dhabi Bank
11:15 The UiPath approach to GenAI with our three principles: improve accuracy, supercharge productivity, and automate more
Boris Krumrey, Global VP, Automation Innovation, UiPath
12:15 To discover how Marc Ellis leverages tech-driven solutions in recruitment and managed services.
Brendan Lingam, Director of Sales and Business Development, Marc Ellis
7. WHAT IS REINFORCED CONCRETE?
• Principal materials used in many civil
engineering applications (buildings, retaining
walls, foundations, water retaining structures,
highways, bridges etc
• A composite material: reinforcing bars
embedded in concrete
• Concrete: high compressive strength, low
tensile strength
8. WHAT IS REINFORCED CONCRETE?
• Steel: high tensile strength, low compressive
strength
• Concrete + Steel:
• Economical structural material, strong in compression
& tension
• Concrete provides corrosion protection and fire
resistance
9.
10.
11. STRUCTURAL DESIGN?
• Process of determining
, selection of
and
determination of
for
the structure to be built
• Aim: ensure that the structure will perform
satisfactorily during its design life
13. Fitness for purpose
• Arrangement of spaces, spans, ceiling height,
access and traffic flow must complement the
intended use.
• The structure should fit its environment and
be aesthetically pleasing
14.
15. Safety and reliability
• Structure must be strong to safely support all
anticipated loadings
• Structure must not deflect, overturn, tilt,
vibrate or crack in a manner that impairs its
usefulness
16.
17.
18.
19.
20. Economy
• Overall cost of structure should not exceed
the client’s budget
• Designer should take into account: cost of
materials, buildability, construction time, cost
of temporary structures and maintenance
costs
23. Structural Elements
• Beams: horizontal members carrying lateral loads
• Slabs: horizontal plate elements carrying lateral loads
• Columns: vertical members carrying primarily axial
loads but generally subjected to axial load and moment
• Walls: vertical plate elements resisting vertical, lateral
or in-plane loads
• Foundations: pads or strips supported directly on the
ground that spread loads from columns or walls to the
ground
• Stairs: plate elements consists of a flight of steps,
usually with one or more landings provided between
the floor levels
26. Code of Practice
• document that gives recommendations for the
design and construction of structures
• Contains detailed requirements regarding
loads, stresses, strengths, design formulas and
methods of achieving the required
performance of complete structure
27. Code of Practice functions
• Ensure adequate structural safety
• Simplify the task of designer
• Codes ensure a measure of consistency among
different designers
• Have legal validity, in that they protect the
structural designers from any liability due to
structural failures that are caused by
inadequate supervision, faulty material and
construction
28. Eurocode
• EN 1990: Eurocode – Basis of structural design
• EN 1991: Eurocode 1 – actions on structures
• EN1992: Eurocode 2 – Design of concrete
structures
29. Creep
• General definition: the
or
of a solid material to
• occurs as a result of long-term exposure to high levels
of stress that are below the yield strength of the
material
• more severe in materials that are subjected to heat for
long periods, and near their melting point. Creep
always increases with temperature
• The rate of this deformation is a function of the
,
,
and the
30. Example: creep in cardboard
• a largely empty box was placed on a smaller box
• fuller boxes were placed on top of it
• Due to the weight, the portions of the empty box not sitting
on the lower box gradually crept downward
31. Concrete Creep
• Definition: Continuous deformation of a member
under sustained load
• Characteristics:
• The final deformation of member can be 3 – 4 times the
short term elastic deformation
• Deformation is roughly proportional to the intensity of
loading and to the inverse of concrete strength
• If load is removed, only instantaneous elastic deformation
will recover – the plastic deformation will not
• There is a redistribution of load between concrete and steel
present
32.
33. Concrete Durability
• Influenced by:
i.
ii.
iii.
iv.
v.
Exposure conditions
The cement type
The concrete quality
The cover to the reinforcements
The width of any cracks
34. Specifications of materials (Concrete)
• The selection is governed by the strength
required – depends on the intensity of loading
and the form and size of structural member
• Concrete strength: measured by the crushing
strength of cubes or cylinders of concrete
made from the mix
• Identified by its class. Ie: C25/30 –
characteristic cylinder crushing strength (fck)
of 25N/mm2 and cube strength of 30N/mm2
35. Specifications of materials (Reinforcing
Steel)
• Grade 250 bars: hot-rolled mild-steel bars –
have smooth surface, bond with conrete is by
adhesion only
• High-yield Bars: Deformed bars, ribbed highyield steel bars may be classified as:
• Class A: used in mesh and fabric. Lowest ductility
cathegory
• Class B: commonly used for reinforcing bars
• Class C: high ductility, used in earthquake design
39. Limit State Design
• Design method in EC2 is based on limit state
principles
• Limit State: State of a structure which
represents the acceptable limit of an aspect of
structural behaviour
• Criterion for safe design is the structure
should not become unfit for use – not reach a
limit state during its intended life
40. Principle types of limit state
1. Ultimate Limit State
•
•
Deals with the strength and stability of the
structure under the maximum design load it is
expected to carry
No part or whole of the structure should
collapse, overturn or buckle under any
combination of design load
41. Principle types of limit state
1. Ultimate Limit State
•
Divided into the following categories
•
•
•
•
EQU – Loss of equilibrium of the structure
STR – Internal failure or excessive deformation of the
structure or structural members
GEO – failure due to excessive deformation of the
ground
FAT – fatigue failure of the structure or structural
members
42. Principle types of limit state
2. Serviceability Limit State
•
Deals with the conditions beyond which specified
service requirements are no longer met such as
excessive deflection and cracking
3. Other Limit States
•
May be reached including considerations of
durability, vibration, and fire resistance of
structures
43. Actions
•
•
•
EC2 terminology for loads and imposed
deformations
EC2 defines and action (F) as a force or load
applied to structure
Characteristic actions used in design and defined
in EC2 are as follows:
•
•
Characteristic permanent action Gk – Selfweight of
structure, finishing weight etc
Characteristic variable action Qk – people, furniture,
equipment etc
44. Design Actions
•
•
•
•
Design value of an action is obtained by
multiplying the characteristic actions Fk by partial
safety factor for actions γf
Fd = Fk x γ f
γf accounts for possible increases in load,
inaccurate assessment of the effect of loads,
inaccurate modelling of the load
Values of γf are given in EN 1990: Annex A1
45. Combination of Action
•
Permanent and Variable actions will occur in
different combinations. All must be considered to
determine the most critical design situation
46. MODE OF FAILURE IN SECTION
DURING LOADING
• Reinforcing steel can sustain very high tensile
strains, due to the ductile behavior of steel
• Concrete can accommodate compressive
strains which is much lower in comparison
• The final collapse of a normal beam at ULS is
usually cause by crushing of concrete in
compression
• Depending on the amount of RS provided,
flexural failure may occur in 3 ways:
47. 1. Balanced
• Concrete crushes & steel yields
simultaneously at ULS
• Compressive strain of concrete reaches
ultimate strain and the tensile strain of steel
reaches yield strain simultaneously
• Depth of neutral axis is equal to 0.617d
48.
49. 2. under-reinforced
• Steel reinforcement yields before concrete
crushes
• Area of tension steel provided is less than the
area provided in balance section
• Depth of neutral axis is less than 0.617d
• Give ample prior warning of the impending
collapse
50.
51. 3. over-reinforced
• Concrete fails in compression before steel
yields
• Area of tension steel provided is more than
the area provided in balance section
• Depth of neutral axis is greater than 0.617d
• Failure is sudden (without any sign of warning)
and brittle
52.
53. REFERENCE
• REINFORCED CONCRETE DESIGN TO
EUROCODE 2, IR MOHAMAD SALLEH YASSIN
• REINFORCED CONCRETE DESIGN TO
EUROCODE 2, BILL MOSLEY, JOHN BUNGEY,
RAY HULSE