This presentation discusses masonry walls and their failure types. It begins with examples of historic masonry structures and defines masonry as a structure made of blocks like stone, brick or concrete bonded with mortar. The presentation outlines the main types of masonry as load-bearing or non-load bearing, and by construction material. Failure modes are described as 90-degree collapse, curtain fall, or inward/outward buckling. Advantages include thermal mass and fire resistance, while disadvantages center around water penetration risks. Major causes of failure are listed as issues with wall-floor-roof integrity, irregular configurations, large openings, lack of reinforcement or cross-walls.
Masonry is the building of structures from individual units laid in and bound together by mortar; the term masonry can also refer to the units themselves.
shear walls are vertical elements of the horizontal force resisting system. Shear walls are constructed to counter the effects of lateral load acting on a structure.
Masonry is the building of structures from individual units laid in and bound together by mortar; the term masonry can also refer to the units themselves.
shear walls are vertical elements of the horizontal force resisting system. Shear walls are constructed to counter the effects of lateral load acting on a structure.
bonding in brick work is arranging of bricks into either columns or wall. the individual brick units are tied to together and vertical joints of the the successive courses do not lie on the same vertical line.to obtain maximum strength throughout the wall column or pier
In this ppt, we are going to explain Wall and different types of the wall with the help of examples and diagrams. What is stone masonry wall, core wall, compound wall, precast wall, curtain wall, load-bearing wall, brick masonry wall, shear wall, retaining wall, etc?
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Masonry is generally a highly durable form of construction. However, the materials used, the quality of the mortar and workmanship, and the pattern in which the units are assembled can significantly affect the durability of the over all masonry construction.
The devastating Effects of earthquake is notable to all. Recently we all saw the destruction of nepal by the same. So if we increasing the resistance of building to earthquake we can reduce its effect as we cannot stop the earthquake!!!
bonding in brick work is arranging of bricks into either columns or wall. the individual brick units are tied to together and vertical joints of the the successive courses do not lie on the same vertical line.to obtain maximum strength throughout the wall column or pier
In this ppt, we are going to explain Wall and different types of the wall with the help of examples and diagrams. What is stone masonry wall, core wall, compound wall, precast wall, curtain wall, load-bearing wall, brick masonry wall, shear wall, retaining wall, etc?
Follow Us on blogger:: www.techspotraza.blogspot.com
Follow Us on Youtube::
https://www.youtube.com/channel/UCIbU-EhypIZNKu-AgfMOJqw?view_as=subscriber
Masonry is generally a highly durable form of construction. However, the materials used, the quality of the mortar and workmanship, and the pattern in which the units are assembled can significantly affect the durability of the over all masonry construction.
The devastating Effects of earthquake is notable to all. Recently we all saw the destruction of nepal by the same. So if we increasing the resistance of building to earthquake we can reduce its effect as we cannot stop the earthquake!!!
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.
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.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
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.
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.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
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.
2. BRIEF OUTLINE OF CONTENT
1. INTRODUCTION
2. TYPES OF MASONRY
FAILURE OF MASONRY
3.
4. ADVANTAGES & DISADVANTAGES OF MASONRY
Background What We are going to Learn ? What is mean by Masonry Wall ?
Based on Load Bearing Based on Construction
5. MAJOR CAUSES OF FAILURE OF MASONRY BUILDING
3.
4. INTRODUCTION-Background
The Egyptian Pyramids, the Colosseum in Rome,
India’s Taj Mahal, the Great Wall of China – some
of the world’s most significant architectural
achievements have been built with masonry.
Through civilization, Architects and Builders
have chosen masonry for its beauty, versality,
and durability.
Masonry is resistant to fire, earthquakes, and
sound. Artistic and durable, masonry structures
can withstand the normal wear and tear of
centuries.
Figure1: Great Sphinx of Giza
6. What We Are Going to Learn
What is mean by Masonry Wall ?
Types of Masonry Wall.
Failure of Masonry Wall.
Advantages & Disadvantages of
Masonry Wall.
Major Causes of Failure of
Masonry Building.
7. INTRODUCTION-Definition
A Structure made up of individual blocks
of materials such as stone, brick,
concrete, hollow blocks, cellular
concrete.
Usually placed in horizontal
courses/ direction.
Cemented together with some form
of mortar Figure4: Masonry Materials
8.
9. TYPES OF MASONRY
Based on Load Bearing:
Load Bearing Masonry Walls.
Non-load Bearing Masonry Walls.
Based on Construction:
Stone Masonry
Brick Masonry
Hollow Block Concrete Masonry
Reinforced Masonry
Composite Masonry
Figure5: Different Types of Masonry
10. TYPES OF MASONRY-Load Bearing
Based on Load Bearing Masonry :
A load-bearing wall (or bearing
wall) is a wall that bears a load
resting upon it by conducting its
weight to a foundation structure.
The materials most often used to
construct load-bearing walls in
large buildings are concrete, block,
or brick.
Figure6: Based on Load Bearing
11. TYPES OF MASONRY-Load Bearing
Based on Non-Load Bearing Masonry :
Walls that are only intended to support
themselves and the weight of the
cladding or sheathings attached.
Non-load bearing walls provide no
structural support and may be interior or
exterior walls.
Figure7: Based on Load and Non-Load Bearing
15. TYPES OF MASONRY
BASED ON CONSTRUCTION:
Figure12: Composite Masonry Figure13: Veneered Masonry
16.
17. FAILURE OF MASONRY
The wall may fall straight out
in a monolithic piece at a 90
degree angle, similar to a
falling tree;
The wall may crumble straight
down in a so called "curtain"
fall collapse
The wall may collapse in an
inward / outward fashion,
with the top falling inward
and the bottom outward.
Figure14: Masonry Failure Mechanism
18. FAILURE OF MASONRY
90 DEGREE FAILURE:
Occurs at fires.
The wall falls straight out and the top of
the collapsing wall strikes the ground, a
distance equal to the height of the failing
section measured from the base of the
wall.
The wall begins to lean outward at the
top, separating from the other enclosing
walls, and falls straight out at a 90-
degree angle. Figure15: 90 Degree Angle Collapse
19. FAILURE OF MASONRY
CURTAIN FALL COLLAPSE:
The exterior masonry wall drops like
a falling curtain cut loose at the top.
The wall crumbles and falls straight
down, with bricks and mortar
forming a pile on the ground near
the base of the wall.
The collapse of the brick veneer,
brick cavity, or masonry-backed
stonewall often occurs in a curtain-
fall manner.
Figure16: Curtain Wall Collapse
20. FAILURE OF MASONRY
INWARD/ OUTWARD
COLLAPSE:
When a masonry wall becomes
unstable and begins to lean inward,
it does not always mean that the
wall will fall inward.
When a section of the broken wall
falls inward, the lower portion of the
wall may kick outward, or the upper
portion may initially fall inward but
then slide down and outward into
the street, bottom first.
Figure17: Inward/ Outward Collapse
21.
22. ADVANTAGES & DISADVANTAGES
ADVANTAGES OF MASONARY:
Increase the thermal mass of a building.
Provide a structure with reduced life-cycle costs.
Very heat resistant & thus provides good fire protection.
More resistant to projectiles.
DISADVANTAGES OF MASONARY:
Masonry walls are durable and long lasting, but they have
one weak point: Water Penetration.
23.
24. Major Causes of Masonry Building
Non-integrity of wall floor and roof.
Configuration – irregularity of building causes torsional
effect.
Large opening of the building.
Inappropriate position of opening.
Lack of cross wall in large length of wall.
Lack of reinforcement make the masonry building brittle.
Pounding effect.
Lack of anchoring element between two walls.