IRC 21-2000
•
16 likes•17,329 views
The passage discusses the importance of summarization for processing large amounts of text data. It notes that automatic summarization systems aim to condense long documents into shorter summaries while maintaining the most important concepts and entities. The challenges of building such systems include identifying the most salient pieces of information, understanding natural language at a deeper level, and generating coherent summaries using sophisticated language models.
Report
Share
Report
Share
Download to read offline
Recommended
Static pile capacity formula (usefulsearch.org) (useful search)
Static pile capacity formula (usefulsearch.org) (useful search)
Sp16
This document provides design aids for reinforced concrete structures according to Indian Standard IS: 456-1978 Code of Practice for Plain and Reinforced Concrete. It includes charts, tables, and examples to aid in the design of beams, slabs, columns, shear strength, development length, and other reinforced concrete elements based on the limit state and working stress design methods specified in the code. The document is intended to supplement an explanatory handbook on IS: 456-1978 by streamlining the design process. It covers material properties, flexural members, compression members, shear and torsion, development length, and working stress design.
Breakwaters
This document discusses different types of breakwaters. Breakwaters are structures built along coasts to protect areas from wave disturbance. There are three main categories: rubble mound breakwaters, vertical-wall breakwaters, and floating breakwaters. Rubble mound breakwaters are constructed from natural rubble or stone and are the most widely used in Indian ports due to their cost-effectiveness. Vertical-wall breakwaters use concrete blocks or mass concrete and reflect waves without dissipating much energy. Floating breakwaters are removable structures constructed from caissons or pontoons that can be sunk or floated as needed.
3370 2
This document provides an overview of Indian Standard IS: 3370 (Part II) - 1965, which establishes guidelines for reinforced concrete structures used for liquid storage. It discusses the code's scope and general requirements. Key points include:
- The code provides uniform design and construction standards for liquid storage structures built with reinforced concrete.
- It addresses the assessment of loads, stresses, and statical equilibrium to ensure structural safety and prevent overturning.
- Design provisions are given for resistance to cracking and adequate strength based on permissible concrete and steel stresses.
- The code specifies stress limits for reinforced concrete elements in direct contact with stored liquids.
Well foundations
This document discusses different types of well foundations used in construction. It describes three main types: open caissons, which have open tops and bottoms; pneumatic caissons, which use air pressure; and box caissons, which are closed at the bottom. It provides details on each type, including advantages and disadvantages. Open caissons can be built to greater depths but inspection of the bottom is not possible. Pneumatic caissons allow work under water but require complex machinery. Box caissons have a lower construction cost but the foundation base cannot be inspected.
Intze ppt
The document compares the design of an Intze water tank using membrane design and continuity analysis methods. Membrane design assumes members act independently and are only subjected to direct stresses, while continuity analysis considers restraint at edges causing secondary stresses. For a 9 lakh liter tank, continuity analysis results in higher hoop forces, moments, and steel reinforcement compared to membrane design. A similar trend is seen for a 6 lakh liter tank, with continuity analysis giving higher stresses and reinforcement.
Basic principles of design for rcc building
The document discusses building maintenance, common defects, and remedial methods for RCC structures. It describes three main common defects: foundations, walls, and concrete/RCC frames. For foundations, common issues include differential settlement, uplift of shrinkage soil, and dampness. For walls, issues include cracking, dampness penetration, and failure during cyclones. For concrete frames, common problems discussed are seepage/leakage, spalling of concrete, and corrosion of steel reinforcement. The document provides detailed remedial methods for addressing each of these defects.
Types of Retaining walls..
This document discusses four main types of retaining walls for earth retaining structures:
1) Gravity retaining walls which rely on their mass to resist pressure and may have a batter or setback for stability.
2) Cantilevered retaining walls made of reinforced concrete or masonry in an inverted T-shape to cantilever loads to a structural footing.
3) Sheet piling retaining walls made of steel, vinyl or wood planks driven into the ground, often requiring tie-backs for taller walls.
4) Bored pile retaining walls constructed by assembling bored piles and excavating soil, sometimes including anchors, beams and soil improvements.
Recommended
Static pile capacity formula (usefulsearch.org) (useful search)
Static pile capacity formula (usefulsearch.org) (useful search)
Sp16
This document provides design aids for reinforced concrete structures according to Indian Standard IS: 456-1978 Code of Practice for Plain and Reinforced Concrete. It includes charts, tables, and examples to aid in the design of beams, slabs, columns, shear strength, development length, and other reinforced concrete elements based on the limit state and working stress design methods specified in the code. The document is intended to supplement an explanatory handbook on IS: 456-1978 by streamlining the design process. It covers material properties, flexural members, compression members, shear and torsion, development length, and working stress design.
Breakwaters
This document discusses different types of breakwaters. Breakwaters are structures built along coasts to protect areas from wave disturbance. There are three main categories: rubble mound breakwaters, vertical-wall breakwaters, and floating breakwaters. Rubble mound breakwaters are constructed from natural rubble or stone and are the most widely used in Indian ports due to their cost-effectiveness. Vertical-wall breakwaters use concrete blocks or mass concrete and reflect waves without dissipating much energy. Floating breakwaters are removable structures constructed from caissons or pontoons that can be sunk or floated as needed.
3370 2
This document provides an overview of Indian Standard IS: 3370 (Part II) - 1965, which establishes guidelines for reinforced concrete structures used for liquid storage. It discusses the code's scope and general requirements. Key points include:
- The code provides uniform design and construction standards for liquid storage structures built with reinforced concrete.
- It addresses the assessment of loads, stresses, and statical equilibrium to ensure structural safety and prevent overturning.
- Design provisions are given for resistance to cracking and adequate strength based on permissible concrete and steel stresses.
- The code specifies stress limits for reinforced concrete elements in direct contact with stored liquids.
Well foundations
This document discusses different types of well foundations used in construction. It describes three main types: open caissons, which have open tops and bottoms; pneumatic caissons, which use air pressure; and box caissons, which are closed at the bottom. It provides details on each type, including advantages and disadvantages. Open caissons can be built to greater depths but inspection of the bottom is not possible. Pneumatic caissons allow work under water but require complex machinery. Box caissons have a lower construction cost but the foundation base cannot be inspected.
Intze ppt
The document compares the design of an Intze water tank using membrane design and continuity analysis methods. Membrane design assumes members act independently and are only subjected to direct stresses, while continuity analysis considers restraint at edges causing secondary stresses. For a 9 lakh liter tank, continuity analysis results in higher hoop forces, moments, and steel reinforcement compared to membrane design. A similar trend is seen for a 6 lakh liter tank, with continuity analysis giving higher stresses and reinforcement.
Basic principles of design for rcc building
The document discusses building maintenance, common defects, and remedial methods for RCC structures. It describes three main common defects: foundations, walls, and concrete/RCC frames. For foundations, common issues include differential settlement, uplift of shrinkage soil, and dampness. For walls, issues include cracking, dampness penetration, and failure during cyclones. For concrete frames, common problems discussed are seepage/leakage, spalling of concrete, and corrosion of steel reinforcement. The document provides detailed remedial methods for addressing each of these defects.
Types of Retaining walls..
This document discusses four main types of retaining walls for earth retaining structures:
1) Gravity retaining walls which rely on their mass to resist pressure and may have a batter or setback for stability.
2) Cantilevered retaining walls made of reinforced concrete or masonry in an inverted T-shape to cantilever loads to a structural footing.
3) Sheet piling retaining walls made of steel, vinyl or wood planks driven into the ground, often requiring tie-backs for taller walls.
4) Bored pile retaining walls constructed by assembling bored piles and excavating soil, sometimes including anchors, beams and soil improvements.
Coffer dam and its type
Coffer dams are temporary structures built to retain water and soil in order to create a dry work area for construction projects. There are several types of coffer dams suited to different conditions, including earth-filled, sheet pile, and cellular designs. Key considerations in selecting a coffer dam include water depth, area size, soil/river bed conditions, and potential for erosion or flooding. Proper design is needed to withstand hydrostatic pressures and ensure structural integrity until the permanent structure is complete.
Bridge components
Bridges are structures built to span physical obstacles without blocking passage underneath. The key components of bridges include foundations, abutments, piers, piles, girders, decks, and bearings. Foundations transmit loads from the rest of the bridge evenly to the soil or bedrock below. Piers and abutments support the superstructure of beams and decks that people or vehicles pass over.
Bridges
The document discusses various topics related to bridges including their purpose, importance, components, classifications, loadings, aesthetics, materials used such as steel and reinforced concrete, types of bridges like suspension bridges, causes of bridge failures, maintenance, and some landmark bridges in India. Bridges are structures built to provide passage over physical obstacles without closing the gap below and have been developing in sophistication since early human civilization. They are important for connecting difficult terrains, aiding trade and transportation, and reducing travel time.
Chapter 3 caisson
The document provides information about caissons, which are watertight structures used in construction projects involving excavation below water levels. It discusses different types of caissons including box caissons, open or well caissons, pneumatic caissons, and multiple well or monolith caissons. Methods of constructing and sinking each type are described. Advantages and uses of caissons are outlined. Health risks associated with working under compressed air in pneumatic caissons, known as caisson sickness, are also summarized.
Design of t beam bridge using wsm(2)
This document provides information on bridge planning, design, classification and components. It discusses:
1. The key steps in bridge planning including studying needs, alternatives, design and implementation.
2. Common bridge classifications including material (masonry, concrete, steel), structural type (slab, girder, truss), and purpose (road, rail).
3. The main components of a typical T-beam bridge including the deck slab, longitudinal girders, cross girders, abutments and foundations. Methods for designing the deck slab and cantilever portions are outlined.
Type of caissons
- The Caissons is used for the purpose of placing a foundation in correct position under water.
- Three types of Caissons
1) Open Caisson
2) Box Caisson
3) Pneumatic Caisson
Chapter 2 coffer-dam
Coffer dams are temporary structures built to exclude water from an area where permanent structures will be constructed. They allow construction to occur in dry conditions. There are several types of coffer dams depending on the depth of water, soil conditions, and available materials. Earthfill coffer dams use earthen embankments for shallow water, while more complex designs like braced sheet pile or cellular coffer dams are needed for deeper waters. Properly designed coffer dams prevent leakage and ensure the enclosed area remains dry for construction work.
Design of Foot Over Bridge
The document describes the analysis and design of a steel truss footbridge with an isolated foundation. It discusses modeling the superstructure in STAAD PRO and Tekla Structure software. The bridge is a 9.63m high steel structure. Methodology includes drafting plans in AutoCAD, modeling in Tekla Structure, analysis in STAAD PRO, material properties, design of truss components, fabrication of steel, and conclusion. A modified queen post steel truss is analyzed and designed to be economical, safe, and easily assembled for pedestrian use.
Planning analysis design the overhead circular water tank in seerapalayam pan...
To forecasting the population of the seerapalayam panchayat. To calculate the estimation of water quantity need in Domestic, and industrial purpose. After the calculation planning analysis and design the overhead circular water tank in economically.
Elevated water tank
In this you will find some of the basic thing regarding the elevated water tank and this is our one of the team project work in college. Hope you will enjoy it....
Bridge Engineering
This document provides an overview of bridges, including:
1) It defines what a bridge is, its main components, and classifications based on various factors such as material, location, purpose, and structural design.
2) The key components of a bridge are described as the superstructure, which is above the bearings, and the substructure, which is below the bearings.
3) Bridges are investigated and designed based on considerations like span length, site conditions, and cost. Maintaining bridges requires regular inspections to identify deterioration and prevent structural failures.
Watertank
1. The document discusses the design and analysis of storage reservoirs and overhead tanks. It covers various types of tanks, design considerations for concrete mixes, crack development remedies, permissible stresses, and reinforcement requirements.
2. Methods for analyzing circular and rectangular tanks are presented. For circular tanks, designs consider rigid versus flexible joints with the base slab. Approximate methods analyze the bottom portion as cantilever and the rest as resisting pressure through horizontal forces.
3. Rectangular tank analysis depends on the length-breadth ratio, treating short walls as bending horizontally between long walls which transfer pressure as tension.
Design and construction of well foundations
Well foundations are commonly used for transferring heavy loads to deep soil strata for bridges. They have a large cross-sectional area and can take large vertical and horizontal loads. Designing well foundations involves determining the depth, shape, size, and type based on factors like minimum grip length and permissible base pressures. Common well foundation types include open, box, and pneumatic caissons. Precautions during construction like uniform dredging are important to avoid tilting and shifts. Well foundations are a low-cost and trusted option for bridge construction due to their high success rates and long life spans, though sinking can be time consuming.
About Bridge pier.
Cheek this for learn about Bridge & bridge pier. It can helpful for know about various types of bridge pier.
retaining walls (ppt)
This document discusses different types of retaining walls, including gravity, cantilevered, counter fort, precast concrete, and sheet pile walls. It describes factors that influence retaining wall design such as soil type, water table height, and subsurface water movement. The key forces that act on retaining walls are also examined: pressure at rest, active earth pressure, and passive earth pressure. Finally, five common modes of retaining wall failure are identified: sliding, overturning, bearing capacity, shallow shear, and deep shear failures.
Bridges and its Types & Components by Chetan Bisht
This is very Useful for Fresher Civil engineers and also for Student of Civil Engineering . This Slide show almost cover the Basic Knowledge about Bridges
Unit 2 shallow foundations Hand written notes
Strength Criteria - Types - choice of foundation - Location of depth - Safe Bearing Capacity - Terzaghi, Skempton and IS Method of Shallow Foundations - Settlement Criteria - Safe bearing pressure based on N- value – allowable bearing pressure; safe bearing capacity - allowable settlements of structures.
Retaining wall - design of reinforced concrete structure
RETAINING WALL IS A MAJOUR STRUCTURE USED ON RIVER SIDES. PLUS THERE ARE MANY TYPE OF WALLS AS DESCRIBED IN THE SLIDE.
Direct and bending stress
This document summarizes key concepts related to structural analysis including:
1) The effects of axial and eccentric loading on columns including direct stress, bending stress, and maximum/minimum stresses.
2) Maximum and minimum pressures at the base of dams and retaining walls including calculations of total water/earth pressure, eccentricity, and stability conditions.
3) Forces and stresses on chimneys and walls due to wind pressure including calculations of direct stress from self-weight, wind force, induced bending moment, and maximum/minimum stresses.
Design of columns biaxial bending as per IS 456-2000
This document discusses the design of compression members subjected to axial load and biaxial bending. It introduces the concept of biaxial eccentricities and explains that columns should be designed considering possible eccentricities in two axes. The document outlines the method suggested by IS 456-2000, which is based on Breslar's load contour approach. It relates the parameter αn to the ratio of Pu/Puz. Finally, it provides a step-by-step process for designing the column section, which involves determining uniaxial moment capacities, computing permissible moment values from charts, and revising the section if needed. It also briefly mentions the simplified method according to BS8110.
BRIEF STUDY OF IRC STANDARD CODES
This document provides information on railway level crossings and their classification. It discusses that railway crossings should be located away from stations and marshalling yards if possible. It classifies crossings into four classes based on the type of road. It provides specifications for minimum distances between gates and outside gates for different classes. It also discusses the surface, gates, lights, signs, and slope requirements for railway crossings.
Design of bridge component by vikas dhawan
This document summarizes the design of bridge components by Vikas Kumar. It includes calculations of bearing loads on bridge piers, design of a portal pier and its open foundation, and design of an elastomeric bridge bearing. Key aspects covered are load calculations considering self-weight, live loads, and seismic forces. The portal pier and foundation are designed in STAAD and LABFIL software. Design of the elastomeric bearing involves checking for mean pressure, slip resistance, distortion limits, uplift, buckling, shear stress, and plate strength.
More Related Content
What's hot
Coffer dam and its type
Coffer dams are temporary structures built to retain water and soil in order to create a dry work area for construction projects. There are several types of coffer dams suited to different conditions, including earth-filled, sheet pile, and cellular designs. Key considerations in selecting a coffer dam include water depth, area size, soil/river bed conditions, and potential for erosion or flooding. Proper design is needed to withstand hydrostatic pressures and ensure structural integrity until the permanent structure is complete.
Bridge components
Bridges are structures built to span physical obstacles without blocking passage underneath. The key components of bridges include foundations, abutments, piers, piles, girders, decks, and bearings. Foundations transmit loads from the rest of the bridge evenly to the soil or bedrock below. Piers and abutments support the superstructure of beams and decks that people or vehicles pass over.
Bridges
The document discusses various topics related to bridges including their purpose, importance, components, classifications, loadings, aesthetics, materials used such as steel and reinforced concrete, types of bridges like suspension bridges, causes of bridge failures, maintenance, and some landmark bridges in India. Bridges are structures built to provide passage over physical obstacles without closing the gap below and have been developing in sophistication since early human civilization. They are important for connecting difficult terrains, aiding trade and transportation, and reducing travel time.
Chapter 3 caisson
The document provides information about caissons, which are watertight structures used in construction projects involving excavation below water levels. It discusses different types of caissons including box caissons, open or well caissons, pneumatic caissons, and multiple well or monolith caissons. Methods of constructing and sinking each type are described. Advantages and uses of caissons are outlined. Health risks associated with working under compressed air in pneumatic caissons, known as caisson sickness, are also summarized.
Design of t beam bridge using wsm(2)
This document provides information on bridge planning, design, classification and components. It discusses:
1. The key steps in bridge planning including studying needs, alternatives, design and implementation.
2. Common bridge classifications including material (masonry, concrete, steel), structural type (slab, girder, truss), and purpose (road, rail).
3. The main components of a typical T-beam bridge including the deck slab, longitudinal girders, cross girders, abutments and foundations. Methods for designing the deck slab and cantilever portions are outlined.
Type of caissons
- The Caissons is used for the purpose of placing a foundation in correct position under water.
- Three types of Caissons
1) Open Caisson
2) Box Caisson
3) Pneumatic Caisson
Chapter 2 coffer-dam
Coffer dams are temporary structures built to exclude water from an area where permanent structures will be constructed. They allow construction to occur in dry conditions. There are several types of coffer dams depending on the depth of water, soil conditions, and available materials. Earthfill coffer dams use earthen embankments for shallow water, while more complex designs like braced sheet pile or cellular coffer dams are needed for deeper waters. Properly designed coffer dams prevent leakage and ensure the enclosed area remains dry for construction work.
Design of Foot Over Bridge
The document describes the analysis and design of a steel truss footbridge with an isolated foundation. It discusses modeling the superstructure in STAAD PRO and Tekla Structure software. The bridge is a 9.63m high steel structure. Methodology includes drafting plans in AutoCAD, modeling in Tekla Structure, analysis in STAAD PRO, material properties, design of truss components, fabrication of steel, and conclusion. A modified queen post steel truss is analyzed and designed to be economical, safe, and easily assembled for pedestrian use.
Planning analysis design the overhead circular water tank in seerapalayam pan...
To forecasting the population of the seerapalayam panchayat. To calculate the estimation of water quantity need in Domestic, and industrial purpose. After the calculation planning analysis and design the overhead circular water tank in economically.
Elevated water tank
In this you will find some of the basic thing regarding the elevated water tank and this is our one of the team project work in college. Hope you will enjoy it....
Bridge Engineering
This document provides an overview of bridges, including:
1) It defines what a bridge is, its main components, and classifications based on various factors such as material, location, purpose, and structural design.
2) The key components of a bridge are described as the superstructure, which is above the bearings, and the substructure, which is below the bearings.
3) Bridges are investigated and designed based on considerations like span length, site conditions, and cost. Maintaining bridges requires regular inspections to identify deterioration and prevent structural failures.
Watertank
1. The document discusses the design and analysis of storage reservoirs and overhead tanks. It covers various types of tanks, design considerations for concrete mixes, crack development remedies, permissible stresses, and reinforcement requirements.
2. Methods for analyzing circular and rectangular tanks are presented. For circular tanks, designs consider rigid versus flexible joints with the base slab. Approximate methods analyze the bottom portion as cantilever and the rest as resisting pressure through horizontal forces.
3. Rectangular tank analysis depends on the length-breadth ratio, treating short walls as bending horizontally between long walls which transfer pressure as tension.
Design and construction of well foundations
Well foundations are commonly used for transferring heavy loads to deep soil strata for bridges. They have a large cross-sectional area and can take large vertical and horizontal loads. Designing well foundations involves determining the depth, shape, size, and type based on factors like minimum grip length and permissible base pressures. Common well foundation types include open, box, and pneumatic caissons. Precautions during construction like uniform dredging are important to avoid tilting and shifts. Well foundations are a low-cost and trusted option for bridge construction due to their high success rates and long life spans, though sinking can be time consuming.
About Bridge pier.
Cheek this for learn about Bridge & bridge pier. It can helpful for know about various types of bridge pier.
retaining walls (ppt)
This document discusses different types of retaining walls, including gravity, cantilevered, counter fort, precast concrete, and sheet pile walls. It describes factors that influence retaining wall design such as soil type, water table height, and subsurface water movement. The key forces that act on retaining walls are also examined: pressure at rest, active earth pressure, and passive earth pressure. Finally, five common modes of retaining wall failure are identified: sliding, overturning, bearing capacity, shallow shear, and deep shear failures.
Bridges and its Types & Components by Chetan Bisht
This is very Useful for Fresher Civil engineers and also for Student of Civil Engineering . This Slide show almost cover the Basic Knowledge about Bridges
Unit 2 shallow foundations Hand written notes
Strength Criteria - Types - choice of foundation - Location of depth - Safe Bearing Capacity - Terzaghi, Skempton and IS Method of Shallow Foundations - Settlement Criteria - Safe bearing pressure based on N- value – allowable bearing pressure; safe bearing capacity - allowable settlements of structures.
Retaining wall - design of reinforced concrete structure
RETAINING WALL IS A MAJOUR STRUCTURE USED ON RIVER SIDES. PLUS THERE ARE MANY TYPE OF WALLS AS DESCRIBED IN THE SLIDE.
Direct and bending stress
This document summarizes key concepts related to structural analysis including:
1) The effects of axial and eccentric loading on columns including direct stress, bending stress, and maximum/minimum stresses.
2) Maximum and minimum pressures at the base of dams and retaining walls including calculations of total water/earth pressure, eccentricity, and stability conditions.
3) Forces and stresses on chimneys and walls due to wind pressure including calculations of direct stress from self-weight, wind force, induced bending moment, and maximum/minimum stresses.
Design of columns biaxial bending as per IS 456-2000
This document discusses the design of compression members subjected to axial load and biaxial bending. It introduces the concept of biaxial eccentricities and explains that columns should be designed considering possible eccentricities in two axes. The document outlines the method suggested by IS 456-2000, which is based on Breslar's load contour approach. It relates the parameter αn to the ratio of Pu/Puz. Finally, it provides a step-by-step process for designing the column section, which involves determining uniaxial moment capacities, computing permissible moment values from charts, and revising the section if needed. It also briefly mentions the simplified method according to BS8110.
What's hot (20)
Planning analysis design the overhead circular water tank in seerapalayam pan...
Planning analysis design the overhead circular water tank in seerapalayam pan...
Bridges and its Types & Components by Chetan Bisht
Bridges and its Types & Components by Chetan Bisht
Retaining wall - design of reinforced concrete structure
Retaining wall - design of reinforced concrete structure
Design of columns biaxial bending as per IS 456-2000
Design of columns biaxial bending as per IS 456-2000
Viewers also liked
BRIEF STUDY OF IRC STANDARD CODES
This document provides information on railway level crossings and their classification. It discusses that railway crossings should be located away from stations and marshalling yards if possible. It classifies crossings into four classes based on the type of road. It provides specifications for minimum distances between gates and outside gates for different classes. It also discusses the surface, gates, lights, signs, and slope requirements for railway crossings.
Design of bridge component by vikas dhawan
This document summarizes the design of bridge components by Vikas Kumar. It includes calculations of bearing loads on bridge piers, design of a portal pier and its open foundation, and design of an elastomeric bridge bearing. Key aspects covered are load calculations considering self-weight, live loads, and seismic forces. The portal pier and foundation are designed in STAAD and LABFIL software. Design of the elastomeric bearing involves checking for mean pressure, slip resistance, distortion limits, uplift, buckling, shear stress, and plate strength.
Abutments design & selection /orthodontics training courses
Indian Dental Academy: will be one of the most relevant and exciting training
center with best faculty and flexible training programs for dental
professionals who wish to advance in their dental practice,Offers certified
courses in Dental implants,Orthodontics,Endodontics,Cosmetic Dentistry,
Prosthetic Dentistry, Periodontics and General Dentistry.
Irccode
The document lists 83 publications available from the Indian Road Congress (IRC) related to civil engineering and transportation infrastructure. It provides the publication code, title, publisher, and price for each listed publication covering topics like road and bridge design, construction standards, guidelines, and manuals. The publications aim to provide specifications, recommendations, and design criteria for transportation projects in India.
Irc 111-2009 dense graded bituminous mixes
The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive functioning. Exercise causes chemical changes in the brain that may help protect against mental illness and improve symptoms.
Anchorage and lap splicing Detailing of slabs, columns, beams, footings
This document discusses Eurocode 2 and provides details on anchorage and lap splicing of reinforcement in slabs, columns, beams and footings according to Eurocode 2. It covers general provisions for anchorage length, including tables of minimum anchorage lengths for different bar diameters. It also discusses lap splicing requirements, including tables of minimum lap splice lengths. The document is intended to provide guidance on reinforcement detailing according to Eurocode 2.
Construction practices aphb
This document provides information on project management and quality control for construction projects. It discusses the project life cycle from planning to implementation and monitoring. It emphasizes the importance of quality control and assurance throughout the different phases of a construction project from design to completion. Key aspects covered include developing a project execution plan, inspection and testing of materials, monitoring construction practices, and evaluating quality. Statistical methods for quality control and factors that can impact the quality of concrete structures are also summarized.
Sp34 str detailing
This document is a handbook on reinforcement and detailing produced by the Bureau of Indian Standards. It provides information on steel for reinforcement, including specifications for mild steel, medium tensile steel, high strength deformed steel bars, and hard-drawn steel wire fabric. It outlines the physical and mechanical properties required for different steel types, as well as tolerances for dimensions. The handbook serves as a companion to other documents on reinforced concrete, providing guidance on steel properties and specifications to inform proper reinforcement detailing.
Bridge engineering (super structure and substructure components)
This document appears to be a report submitted by a student named Oliver M. Olhon to his instructor Engr. Genelyn Caritos about bridge engineering. It includes sections on the superstructure of a bridge including the deck, primary and secondary members, and wearing surface. It also covers the substructure including pier columns, abutments, bearings, pedestals, footings, approach slabs, piled footings, pile caps, traffic barriers, stems, and wingwalls.
Deck slab bridge
Analysis and designing of deck slab bridge: steps to plan and construct a bridge to the steps related to the designing
Road Design Manual 1.3
This document provides guidelines for designing urban roads. It outlines the key objectives of road design including safety, ease of navigation, smooth traffic flow, aesthetics, and optimal space utilization. The document recommends listing all potential uses of the road, including vehicles, pedestrians, bicycles, street furniture, utilities, etc. It suggests defining requirements for each use based on user needs and industry standards. A checklist should incorporate all requirements. Standard design templates can then be created for different road classifications to promote consistency. The systematic approach aims to produce well-designed, safe roads that improve quality of life.
Singly Reinforce Concrete
this slide will clear all the topics and problem related to singly reinforced beam by limit state method, things are explained with diagrams , easy to understand .
Cross section of road
This document discusses the key elements of highway engineering and road cross-sections. It defines elements such as the carriageway, formation width, right of way, shoulders, side slopes, berms, boundary stones, side drains, building lines, control lines, spoil banks, borrow pits, and kerbs. The carriageway is the paved area for vehicles, and formation width is the top width of the highway embankment excluding side drains. Right of way is the acquired land along the road alignment, and shoulders provide an emergency lane. Side slopes involve the angles of cuts and fills, while berms and boundary stones define edges. Drains remove rainwater, and setback lines control construction. Spoil banks and
Chapter 1-road-cross-section-elements
Road cross-section elements include basic elements like carriageway width, central reservations, shoulders, and laybys, as well as ancillary elements like safety fences and noise barriers. Carriageway width is influenced by factors like traffic volume and speed. Central reservations provide separation and space for turning. Shoulders offer refuge and recovery space. Camber slopes the road for drainage. Side slopes of cuttings and embankments are typically 1 in 2 or 1 in 3. Noise barriers and safety fences help mitigate noise and crashes.
Curriclum types
The document discusses different models of curriculum, including:
1. The Tyler Model which focuses on educational purposes, experiences, organization, and assessment.
2. The Taba Model which involves 7 steps including diagnosis of needs, formulation of objectives, and evaluation.
3. The Saylor and Alexander Model which views curriculum development as consisting of specifying goals and objectives, designing the curriculum, implementing it, and evaluating it.
4. Models for students with disabilities including developmental, functional, and ecological approaches.
5. Characteristics of different types of curriculums such as integrated, activity-based, learner-centered, core, hidden, null, and spiral curriculums.
Viewers also liked (15)
Abutments design & selection /orthodontics training courses
Abutments design & selection /orthodontics training courses
Anchorage and lap splicing Detailing of slabs, columns, beams, footings
Anchorage and lap splicing Detailing of slabs, columns, beams, footings
Bridge engineering (super structure and substructure components)
Bridge engineering (super structure and substructure components)
Recently uploaded
cnn.pptx Convolutional neural network used for image classication
Convolutional Neural Network used for image classification
LLM Fine Tuning with QLoRA Cassandra Lunch 4, presented by Anant
Slides for the 4th Presentation on LLM Fine-Tuning with QLoRA Presented by Anant, featuring DataStax Astra
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
原版一模一样【微信：741003700 】【(csu毕业证书)查尔斯特大学毕业证硕士学历】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Climate change's impact on the planet forced the United Nations and governments to promote green energies and electric transportation. The deployments of photovoltaic (PV) and electric vehicle (EV) systems gained stronger momentum due to their numerous advantages over fossil fuel types. The advantages go beyond sustainability to reach financial support and stability. The work in this paper introduces the hybrid system between PV and EV to support industrial and commercial plants. This paper covers the theoretical framework of the proposed hybrid system including the required equation to complete the cost analysis when PV and EV are present. In addition, the proposed design diagram which sets the priorities and requirements of the system is presented. The proposed approach allows setup to advance their power stability, especially during power outages. The presented information supports researchers and plant owners to complete the necessary analysis while promoting the deployment of clean energy. The result of a case study that represents a dairy milk farmer supports the theoretical works and highlights its advanced benefits to existing plants. The short return on investment of the proposed approach supports the paper's novelty approach for the sustainable electrical system. In addition, the proposed system allows for an isolated power setup without the need for a transmission line which enhances the safety of the electrical network
Unit-III-ELECTROCHEMICAL STORAGE DEVICES.ppt
Batteries -Introduction – Types of Batteries – discharging and charging of battery - characteristics of battery –battery rating- various tests on battery- – Primary battery: silver button cell- Secondary battery :Ni-Cd battery-modern battery: lithium ion battery-maintenance of batteries-choices of batteries for electric vehicle applications.
Fuel Cells: Introduction- importance and classification of fuel cells - description, principle, components, applications of fuel cells: H2-O2 fuel cell, alkaline fuel cell, molten carbonate fuel cell and direct methanol fuel cells.
原版制作(Humboldt毕业证书)柏林大学毕业证学位证一模一样
原件一模一样【微信：bwp0011】《(Humboldt毕业证书)柏林大学毕业证学位证》【微信：bwp0011】学位证，留信认证（真实可查，永久存档）原件一模一样纸张工艺/offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原。
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问微bwp0011
【主营项目】
一.毕业证【微bwp0011】成绩单、使馆认证、教育部认证、雅思托福成绩单、学生卡等！
二.真实使馆公证(即留学回国人员证明,不成功不收费)
三.真实教育部学历学位认证（教育部存档！教育部留服网站永久可查）
四.办理各国各大学文凭(一对一专业服务,可全程监控跟踪进度)
如果您处于以下几种情况：
◇在校期间，因各种原因未能顺利毕业……拿不到官方毕业证【微bwp0011】
◇面对父母的压力，希望尽快拿到；
◇不清楚认证流程以及材料该如何准备；
◇回国时间很长，忘记办理；
◇回国马上就要找工作，办给用人单位看；
◇企事业单位必须要求办理的
◇需要报考公务员、购买免税车、落转户口
◇申请留学生创业基金
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Embedded machine learning-based road conditions and driving behavior monitoring
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
一比一原版(CalArts毕业证)加利福尼亚艺术学院毕业证如何办理
CalArts毕业证学历书【微信95270640】CalArts毕业证’圣力嘉学院毕业证《Q微信95270640》办理CalArts毕业证√文凭学历制作{CalArts文凭}购买学历学位证书本科硕士,CalArts毕业证学历学位证【实体公司】办毕业证、成绩单、学历认证、学位证、文凭认证、办留信网认证、（网上可查，实体公司，专业可靠）
(诚招代理)办理国外高校毕业证成绩单文凭学位证,真实使馆公证（留学回国人员证明）真实留信网认证国外学历学位认证雅思代考国外学校代申请名校保录开请假条改GPA改成绩ID卡
1.高仿业务:【本科硕士】毕业证,成绩单（GPA修改）,学历认证（教育部认证）,大学Offer,,ID,留信认证,使馆认证,雅思,语言证书等高仿类证书；
2.认证服务: 学历认证（教育部认证）,大使馆认证（回国人员证明）,留信认证（可查有编号证书）,大学保录取,雅思保分成绩单。
3.技术服务：钢印水印烫金激光防伪凹凸版设计印刷激凸温感光标底纹镭射速度快。
办理加利福尼亚艺术学院加利福尼亚艺术学院毕业证文凭证书流程：
1客户提供办理信息：姓名生日专业学位毕业时间等（如信息不确定可以咨询顾问：我们有专业老师帮你查询）；
2开始安排制作毕业证成绩单电子图；
3毕业证成绩单电子版做好以后发送给您确认；
4毕业证成绩单电子版您确认信息无误之后安排制作成品；
5成品做好拍照或者视频给您确认；
6快递给客户（国内顺丰国外DHLUPS等快读邮寄）
-办理真实使馆公证（即留学回国人员证明）
-办理各国各大学文凭（世界名校一对一专业服务,可全程监控跟踪进度）
-全套服务：毕业证成绩单真实使馆公证真实教育部认证。让您回国发展信心十足！
（详情请加一下 文凭顾问+微信:95270640）欢迎咨询！子小伍玩小伍比山娃小一岁虎头虎脑的很霸气父亲让山娃跟小伍去夏令营听课山娃很高兴夏令营就设在附近一所小学山娃发现那所小学比自己的学校更大更美操场上还铺有塑胶跑道呢里面很多小朋友一班一班的快快乐乐原来城里娃都藏这儿来了怪不得平时见不到他们山娃恍然大悟起来吹拉弹唱琴棋书画山娃都不懂却什么都想学山娃怨自己太笨什么都不会斟酌再三山娃终于选定了学美术当听说每月要交元时父亲犹豫了山娃也说爸算了吧咱学校一学期才转
Computational Engineering IITH Presentation
This Presentation will give you a brief idea about what Computational Engineering at IIT Hyderabad has to offer.
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
AI assisted telemedicine KIOSK for Rural India.pptx
It gives the overall description of SIH problem statement " AI assisted telemedicine KIOSK for Rural India".
22CYT12-Unit-V-E Waste and its Management.ppt
Introduction- e - waste – definition - sources of e-waste– hazardous substances in e-waste - effects of e-waste on environment and human health- need for e-waste management– e-waste handling rules - waste minimization techniques for managing e-waste – recycling of e-waste - disposal treatment methods of e- waste – mechanism of extraction of precious metal from leaching solution-global Scenario of E-waste – E-waste in India- case studies.
Design and optimization of ion propulsion drone
Electric propulsion technology is widely used in many kinds of vehicles in recent years, and aircrafts are no exception. Technically, UAVs are electrically propelled but tend to produce a significant amount of noise and vibrations. Ion propulsion technology for drones is a potential solution to this problem. Ion propulsion technology is proven to be feasible in the earth’s atmosphere. The study presented in this article shows the design of EHD thrusters and power supply for ion propulsion drones along with performance optimization of high-voltage power supply for endurance in earth’s atmosphere.
Recently uploaded (20)
cnn.pptx Convolutional neural network used for image classication
cnn.pptx Convolutional neural network used for image classication
LLM Fine Tuning with QLoRA Cassandra Lunch 4, presented by Anant
LLM Fine Tuning with QLoRA Cassandra Lunch 4, presented by Anant
Generative AI leverages algorithms to create various forms of content
Generative AI leverages algorithms to create various forms of content
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Embedded machine learning-based road conditions and driving behavior monitoring
Embedded machine learning-based road conditions and driving behavior monitoring
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...
AI assisted telemedicine KIOSK for Rural India.pptx
AI assisted telemedicine KIOSK for Rural India.pptx