Bar bending schedule
•Download as PPTX, PDF•
14 likes•8,875 views
The document discusses bar bending schedules (BBS), which provide essential information for bending and placing reinforcement bars during construction. A BBS includes the location, type, size, length, number, and bending details of each bar. It allows bars to be pre-bent in a factory and transported to the construction site, reducing time. A BBS also improves quality control and provides better estimates of steel requirements.
Report
Share
Report
Share
Recommended
Bar bending schedule
The document discusses bar bending schedules (BBS), which provide details of reinforcing bars used in concrete structures. It explains that a BBS includes the member identification, bar mark, steel type, diameter, length, number of bars, and bending dimensions. It then provides examples of BBS for beams, slabs, columns and walls. Measurement techniques for bar lengths are also outlined, along with best practices. The document concludes by presenting a sample BBS calculation for a beam and listing relevant codes, specifications and online BBS software.
BBS Preparation
The document discusses key points about preparing a bar bending schedule (BBS), including defining what a BBS is, the process for preparing one, and important considerations. Some key points covered include calculating bar numbers and cut lengths, factors that influence lap and development lengths, approved bend angles and their allowances, and splicing options like couplers that can be used instead of lapping bars. The document provides guidance on accurately estimating rebar quantities and cutting costs based on the BBS.
Reinforced Cement Concrete and Bar Bending Schedule
Reinforced Cement Concrete
Bar Bending Schedule
Steel
Cutting length, type of steel, amchorage length, development length, lap length, circular columns,
Design of RCC Column footing
The document provides details on the design of a reinforced concrete column footing to support a column with a load of 1100kN. It includes calculating the footing size as a 3.5m x 3.5m square to support the load, determining the reinforcement with 12mm diameter bars at 100mm spacing, and checking that the design meets requirements for bending capacity, shear strength, and development length. The step-by-step worked example shows how to analyze and detail the reinforcement of the column footing.
Beam design
This document provides an overview of design in reinforced concrete according to BS 8110. It discusses the basic materials used - concrete and steel reinforcement - and their properties. It describes two limit states for design: ultimate limit state considering failure, and serviceability limit state considering deflection and cracking. Key aspects of beam design are summarized, including types of beams, design for bending and shear resistance, and limiting deflection. Reinforcement detailing rules are also briefly covered.
Bolted connections
This document discusses bolted connections used in structural engineering. It begins by explaining why connection failures should be avoided, as they can lead to catastrophic structural failures. It then classifies bolted connections based on their method of fastening, rigidity, joint resistance, fabrication location, joint location, connection geometry, and type of force transferred. It describes different types of bolts and bolt tightening techniques used for friction grip connections. It discusses advantages and drawbacks of bolted connections compared to riveted or welded connections. The document provides detailed information on design and behavior of various bolted connections.
Introduction of Reinforced Concrete Design
Introduction of Reinforced Concrte Design, Advantages and DIsadvantages of RC, & Sample Computation of Loads
Reinforced cement concrete
Reinforced cement concrete (RCC) uses steel reinforcement within concrete to improve its tensile strength. Concrete is strong under compression but weak under tension. Steel reinforcement provides high tensile strength due to its high tensile capacity and good bond with concrete. Steel also has a higher elastic modulus, allowing it to resist forces better than concrete alone under the same extension. Cement is a binder that hardens when mixed with water, and can be classified as hydraulic or non-hydraulic. Hydraulic cement can set even when wet or underwater due to additions like fly ash that allow curing in wet conditions. Portland cement is the most common type and consists mainly of tricalcium silicate, dicalcium sil
Recommended
Bar bending schedule
The document discusses bar bending schedules (BBS), which provide details of reinforcing bars used in concrete structures. It explains that a BBS includes the member identification, bar mark, steel type, diameter, length, number of bars, and bending dimensions. It then provides examples of BBS for beams, slabs, columns and walls. Measurement techniques for bar lengths are also outlined, along with best practices. The document concludes by presenting a sample BBS calculation for a beam and listing relevant codes, specifications and online BBS software.
BBS Preparation
The document discusses key points about preparing a bar bending schedule (BBS), including defining what a BBS is, the process for preparing one, and important considerations. Some key points covered include calculating bar numbers and cut lengths, factors that influence lap and development lengths, approved bend angles and their allowances, and splicing options like couplers that can be used instead of lapping bars. The document provides guidance on accurately estimating rebar quantities and cutting costs based on the BBS.
Reinforced Cement Concrete and Bar Bending Schedule
Reinforced Cement Concrete
Bar Bending Schedule
Steel
Cutting length, type of steel, amchorage length, development length, lap length, circular columns,
Design of RCC Column footing
The document provides details on the design of a reinforced concrete column footing to support a column with a load of 1100kN. It includes calculating the footing size as a 3.5m x 3.5m square to support the load, determining the reinforcement with 12mm diameter bars at 100mm spacing, and checking that the design meets requirements for bending capacity, shear strength, and development length. The step-by-step worked example shows how to analyze and detail the reinforcement of the column footing.
Beam design
This document provides an overview of design in reinforced concrete according to BS 8110. It discusses the basic materials used - concrete and steel reinforcement - and their properties. It describes two limit states for design: ultimate limit state considering failure, and serviceability limit state considering deflection and cracking. Key aspects of beam design are summarized, including types of beams, design for bending and shear resistance, and limiting deflection. Reinforcement detailing rules are also briefly covered.
Bolted connections
This document discusses bolted connections used in structural engineering. It begins by explaining why connection failures should be avoided, as they can lead to catastrophic structural failures. It then classifies bolted connections based on their method of fastening, rigidity, joint resistance, fabrication location, joint location, connection geometry, and type of force transferred. It describes different types of bolts and bolt tightening techniques used for friction grip connections. It discusses advantages and drawbacks of bolted connections compared to riveted or welded connections. The document provides detailed information on design and behavior of various bolted connections.
Introduction of Reinforced Concrete Design
Introduction of Reinforced Concrte Design, Advantages and DIsadvantages of RC, & Sample Computation of Loads
Reinforced cement concrete
Reinforced cement concrete (RCC) uses steel reinforcement within concrete to improve its tensile strength. Concrete is strong under compression but weak under tension. Steel reinforcement provides high tensile strength due to its high tensile capacity and good bond with concrete. Steel also has a higher elastic modulus, allowing it to resist forces better than concrete alone under the same extension. Cement is a binder that hardens when mixed with water, and can be classified as hydraulic or non-hydraulic. Hydraulic cement can set even when wet or underwater due to additions like fly ash that allow curing in wet conditions. Portland cement is the most common type and consists mainly of tricalcium silicate, dicalcium sil
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.
Design and Detailing of RC structures
This document provides information about the course "Design & Detailing of RC Structures 10CV321" taught by Dr. G.S. Suresh at NIE Mysore. It lists several reference books for the course and provides the evaluation pattern for both theory and drawing components. It also outlines the course content which includes limit state design method, stress-strain behavior of materials, assumptions in limit state design, behavior of reinforced concrete beams, stress block parameters, and calculation of ultimate flexural strength.
Eccentric connections in steel structure
bracket connection type I & II are compared by elastic method and other two methods( geometric & ultimate) are just mentioned but not explained
Welded connections in steel structures - Limit State Design of Steel Structures
Two members are connected by means of welds is known as welded connection.
More efficient use of the materials.
Earlier designers considered welds as less fatigue resistant.
Good welds achive at site is impossible.
Testing and quality control of welds became easier because NDT
Durability of concrete
This document discusses quality control and durability factors in concrete. It defines quality as conformance to requirements and durability as a concrete's ability to resist deterioration when exposed to the environment. Several factors influence concrete durability, including the materials used, water-cement ratio, compaction, curing and the physical and chemical conditions of the service environment. Common durability issues include corrosion, cracking from sulfate attack or alkali-silica reaction, and carbonation reducing alkalinity. Proper quality control of materials and construction processes is needed to produce durable concrete.
Form-work in construction
Formwork is used to create structures out of concrete that is poured into molds. It can be made from materials like steel, wood, aluminum, or prefabricated forms. Construction of formwork takes up 20-25% of total structure costs and involves supporting structures and molds. Proper formwork is designed to be easily removable, economical, leakproof, durable, rigid, provide smooth surfaces, be strong, and have adequate supports. Common types include conventional timber formwork, engineered prefabricated formwork, and modern systems like flying forms. Materials used include steel, plywood, plastic, and aluminum. Proper bracing and construction is needed to avoid failures from improper stripping, inadequate bracing, vibration
Design of R.C.C Beam
information on types of beams, different methods to calculate beam stress, design for shear, analysis for SRB flexure, design for flexure, Design procedure for doubly reinforced beam,
Structural Design of Bridges
Workshop under the Capacity Building Programme of the Southern Road Connectivity Project / Expressway Connectivity Improvement Plan Project, March 2016
Tension members
Tension members are structural elements subjected to direct tensile loads. Their strength depends on factors like length of connection, size and spacing of fasteners, cross-sectional area, fabrication type, connection eccentricity, and shear lag. Failure can occur through gross section yielding, net section rupture, or block shear. Design involves selecting a member with sufficient gross area to resist factored loads in yielding, then checking strength considering net section rupture and block shear failure modes.
Design of singly reinforced.
good for engineering students
to get deep knowledge about design of singly reinforced beam by working stress method.
see and learn about rcc structure....................................................
Workability of Concrete
Workability refers to the ease with which fresh concrete can be mixed, placed, compacted and finished. It is affected by factors like water content, mix proportions, aggregate size and shape, grading and surface texture. Increasing water content or using admixtures improves workability by acting as a lubricant between particles. Larger, rounded aggregates require less water than smaller, angular ones. Well-graded aggregates with minimal voids also increase workability. Workability can be measured using slump, compacting factor, flow, or Vee Bee tests.
Guntry girder
Introduction
Load acting on Gantry girder
Types of Gantry Girders
Limiting Deflection of Gantry Girders
Maximum Load Effects
Design Procedure
Examples
Design of steel structure as per is 800(2007)
It does not offer resistance against rotation and also termed as a hinged or pinned connections.
It transfers only axial or shear forces and it is not designed for moment
It is generally connected by single bolt/rivet and therefore full rotation is allowed
Connections in steel structures
Connections are devices used to join structural elements together to safely transfer forces between them. There are different types of connections classified by their means of connection, such as welded, riveted, and bolted, and by the forces transferred, such as truss connections, fully restrained connections, and partially restrained connections. Fully restrained connections provide continuity between structural members and allow over 90% of moment to be transferred to provide greater flexural resistance. Partially restrained connections have less rigidity than fully restrained connections and allow some percentage of moment and full shear to be transferred. Semi-rigid connections provide rigidity between fully restrained and simple connections and transfer approximately 20-90% of moment.
Reinforced concrete beams
The document discusses modeling and failure modes of reinforced concrete beams. It covers the following key points:
- Mathematical modeling of reinforced concrete is essential for civil engineering. The three failure modes to investigate are tension, compression, and shear.
- The Whitney rectangular stress distribution model approximates the complex compressive stress distribution with a rectangle. It defines the height of the stress box and calculates the tension and compression forces.
- Models are presented for tension failure based on steel yield strength, compression failure based on the reinforcement ratio, and shear failure based on the concrete and steel contributions.
- An example is given to analyze a reinforced concrete beam and calculate its moment capacity using the Whitney model, given properties of the concrete
Formwork for Bridge and Centering Of Arch
This document discusses different types of formwork and centering used in bridge construction. It describes centering for arches, including factors to consider like arch shape, span and thickness. Big arches may use timber truss, trestle or steel truss centering. Falsework supports arch structures during construction and consists of foundation pads, corbels, beams and posts. Slip formwork is an economical system for vertical structures like piers using sheathing, wales, yokes and scaffolds that eliminates joints and allows speedy construction.
Dowel bars, tie bars and their design
1. Dowel bars and tie bars are used in concrete pavement design. Dowel bars are placed across transverse joints and transfer loads between slabs while allowing for joint openings. Tie bars are placed longitudinally and prevent transverse cracking and lane separation.
2. The design of dowel bars involves determining the length using an equation considering bar diameter and joint width, and checking that the load transfer capacity meets requirements. Tie bar design involves determining the length based on bar diameter and bond strength, and the spacing is calculated based on the required bar area.
Design of reinforced concrete beam
This document provides an overview of design in reinforced concrete according to BS 8110. It discusses the basic materials used - concrete and steel reinforcement - and their properties. It describes two limit states for design: ultimate limit state considering failure, and serviceability limit state considering deflection and cracking. Key aspects of beam design are summarized, including types of beams, design for bending and shear resistance, and limiting deflection. Reinforcement detailing rules are also briefly covered. Design examples are provided to illustrate bending and shear design of beams.
Compression member
The document discusses the design of compression members according to IS 800:2007. It defines compression members as structural members subjected to axial compression/compressive forces. Their design is governed by strength and buckling. The two main types are columns and struts. Common cross-section shapes used include channels, angles, and hollow sections. The effective length of a member depends on its end conditions. Slenderness ratio is a parameter that affects the load carrying capacity, with higher ratios resulting in lower capacity. Design involves checking the member for short or long classification, buckling curve classification, and calculating the design compressive strength. Examples are included to demonstrate the design process.
Bearings in bridges
Types of bearings in Bridges, their parts, recommended bearing type for various lengths and their maintenance are presented in this slide.
BBS ppt.pptx
A Bar Bending Schedule (BBS) is a comprehensive list that describes the location, type, size, length, number and bending details of each reinforcement bar in a structure's Reinforcement Drawing. It organizes the rebar details for each structural unit and provides the necessary reinforcement requirements. The BBS is used by various professionals in the construction process, from ordering materials to installation. It includes columns for the bar mark, shape, diameter, spacing, length, cutting length, and number of bars. The information comes from the reinforcement drawings and standard calculations. The BBS helps ensure the correct reinforcement is fabricated and installed according to the design plans.
Bar bending schedule (2)
Bar Bending Schedule (BBS) is used to calculate the total steel required for building construction. It organizes reinforcement bars by structural element and provides details like bar location, marking, size, quantity, and shape. BBS has evolved over time with taller buildings, increased steel usage, and outdated recommendations. A BBS example is provided for a column, calculating bar requirements and properties like cutting length, total length, and weight based on standards. Proper BBS preparation helps estimate costs, improve construction quality, and minimize steel waste.
More Related Content
What's hot
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.
Design and Detailing of RC structures
This document provides information about the course "Design & Detailing of RC Structures 10CV321" taught by Dr. G.S. Suresh at NIE Mysore. It lists several reference books for the course and provides the evaluation pattern for both theory and drawing components. It also outlines the course content which includes limit state design method, stress-strain behavior of materials, assumptions in limit state design, behavior of reinforced concrete beams, stress block parameters, and calculation of ultimate flexural strength.
Eccentric connections in steel structure
bracket connection type I & II are compared by elastic method and other two methods( geometric & ultimate) are just mentioned but not explained
Welded connections in steel structures - Limit State Design of Steel Structures
Two members are connected by means of welds is known as welded connection.
More efficient use of the materials.
Earlier designers considered welds as less fatigue resistant.
Good welds achive at site is impossible.
Testing and quality control of welds became easier because NDT
Durability of concrete
This document discusses quality control and durability factors in concrete. It defines quality as conformance to requirements and durability as a concrete's ability to resist deterioration when exposed to the environment. Several factors influence concrete durability, including the materials used, water-cement ratio, compaction, curing and the physical and chemical conditions of the service environment. Common durability issues include corrosion, cracking from sulfate attack or alkali-silica reaction, and carbonation reducing alkalinity. Proper quality control of materials and construction processes is needed to produce durable concrete.
Form-work in construction
Formwork is used to create structures out of concrete that is poured into molds. It can be made from materials like steel, wood, aluminum, or prefabricated forms. Construction of formwork takes up 20-25% of total structure costs and involves supporting structures and molds. Proper formwork is designed to be easily removable, economical, leakproof, durable, rigid, provide smooth surfaces, be strong, and have adequate supports. Common types include conventional timber formwork, engineered prefabricated formwork, and modern systems like flying forms. Materials used include steel, plywood, plastic, and aluminum. Proper bracing and construction is needed to avoid failures from improper stripping, inadequate bracing, vibration
Design of R.C.C Beam
information on types of beams, different methods to calculate beam stress, design for shear, analysis for SRB flexure, design for flexure, Design procedure for doubly reinforced beam,
Structural Design of Bridges
Workshop under the Capacity Building Programme of the Southern Road Connectivity Project / Expressway Connectivity Improvement Plan Project, March 2016
Tension members
Tension members are structural elements subjected to direct tensile loads. Their strength depends on factors like length of connection, size and spacing of fasteners, cross-sectional area, fabrication type, connection eccentricity, and shear lag. Failure can occur through gross section yielding, net section rupture, or block shear. Design involves selecting a member with sufficient gross area to resist factored loads in yielding, then checking strength considering net section rupture and block shear failure modes.
Design of singly reinforced.
good for engineering students
to get deep knowledge about design of singly reinforced beam by working stress method.
see and learn about rcc structure....................................................
Workability of Concrete
Workability refers to the ease with which fresh concrete can be mixed, placed, compacted and finished. It is affected by factors like water content, mix proportions, aggregate size and shape, grading and surface texture. Increasing water content or using admixtures improves workability by acting as a lubricant between particles. Larger, rounded aggregates require less water than smaller, angular ones. Well-graded aggregates with minimal voids also increase workability. Workability can be measured using slump, compacting factor, flow, or Vee Bee tests.
Guntry girder
Introduction
Load acting on Gantry girder
Types of Gantry Girders
Limiting Deflection of Gantry Girders
Maximum Load Effects
Design Procedure
Examples
Design of steel structure as per is 800(2007)
It does not offer resistance against rotation and also termed as a hinged or pinned connections.
It transfers only axial or shear forces and it is not designed for moment
It is generally connected by single bolt/rivet and therefore full rotation is allowed
Connections in steel structures
Connections are devices used to join structural elements together to safely transfer forces between them. There are different types of connections classified by their means of connection, such as welded, riveted, and bolted, and by the forces transferred, such as truss connections, fully restrained connections, and partially restrained connections. Fully restrained connections provide continuity between structural members and allow over 90% of moment to be transferred to provide greater flexural resistance. Partially restrained connections have less rigidity than fully restrained connections and allow some percentage of moment and full shear to be transferred. Semi-rigid connections provide rigidity between fully restrained and simple connections and transfer approximately 20-90% of moment.
Reinforced concrete beams
The document discusses modeling and failure modes of reinforced concrete beams. It covers the following key points:
- Mathematical modeling of reinforced concrete is essential for civil engineering. The three failure modes to investigate are tension, compression, and shear.
- The Whitney rectangular stress distribution model approximates the complex compressive stress distribution with a rectangle. It defines the height of the stress box and calculates the tension and compression forces.
- Models are presented for tension failure based on steel yield strength, compression failure based on the reinforcement ratio, and shear failure based on the concrete and steel contributions.
- An example is given to analyze a reinforced concrete beam and calculate its moment capacity using the Whitney model, given properties of the concrete
Formwork for Bridge and Centering Of Arch
This document discusses different types of formwork and centering used in bridge construction. It describes centering for arches, including factors to consider like arch shape, span and thickness. Big arches may use timber truss, trestle or steel truss centering. Falsework supports arch structures during construction and consists of foundation pads, corbels, beams and posts. Slip formwork is an economical system for vertical structures like piers using sheathing, wales, yokes and scaffolds that eliminates joints and allows speedy construction.
Dowel bars, tie bars and their design
1. Dowel bars and tie bars are used in concrete pavement design. Dowel bars are placed across transverse joints and transfer loads between slabs while allowing for joint openings. Tie bars are placed longitudinally and prevent transverse cracking and lane separation.
2. The design of dowel bars involves determining the length using an equation considering bar diameter and joint width, and checking that the load transfer capacity meets requirements. Tie bar design involves determining the length based on bar diameter and bond strength, and the spacing is calculated based on the required bar area.
Design of reinforced concrete beam
This document provides an overview of design in reinforced concrete according to BS 8110. It discusses the basic materials used - concrete and steel reinforcement - and their properties. It describes two limit states for design: ultimate limit state considering failure, and serviceability limit state considering deflection and cracking. Key aspects of beam design are summarized, including types of beams, design for bending and shear resistance, and limiting deflection. Reinforcement detailing rules are also briefly covered. Design examples are provided to illustrate bending and shear design of beams.
Compression member
The document discusses the design of compression members according to IS 800:2007. It defines compression members as structural members subjected to axial compression/compressive forces. Their design is governed by strength and buckling. The two main types are columns and struts. Common cross-section shapes used include channels, angles, and hollow sections. The effective length of a member depends on its end conditions. Slenderness ratio is a parameter that affects the load carrying capacity, with higher ratios resulting in lower capacity. Design involves checking the member for short or long classification, buckling curve classification, and calculating the design compressive strength. Examples are included to demonstrate the design process.
Bearings in bridges
Types of bearings in Bridges, their parts, recommended bearing type for various lengths and their maintenance are presented in this slide.
What's hot (20)
Welded connections in steel structures - Limit State Design of Steel Structures
Welded connections in steel structures - Limit State Design of Steel Structures
Similar to Bar bending schedule
BBS ppt.pptx
A Bar Bending Schedule (BBS) is a comprehensive list that describes the location, type, size, length, number and bending details of each reinforcement bar in a structure's Reinforcement Drawing. It organizes the rebar details for each structural unit and provides the necessary reinforcement requirements. The BBS is used by various professionals in the construction process, from ordering materials to installation. It includes columns for the bar mark, shape, diameter, spacing, length, cutting length, and number of bars. The information comes from the reinforcement drawings and standard calculations. The BBS helps ensure the correct reinforcement is fabricated and installed according to the design plans.
Bar bending schedule (2)
Bar Bending Schedule (BBS) is used to calculate the total steel required for building construction. It organizes reinforcement bars by structural element and provides details like bar location, marking, size, quantity, and shape. BBS has evolved over time with taller buildings, increased steel usage, and outdated recommendations. A BBS example is provided for a column, calculating bar requirements and properties like cutting length, total length, and weight based on standards. Proper BBS preparation helps estimate costs, improve construction quality, and minimize steel waste.
Barbendingscheduleby shamshair ali
The document discusses bar bending schedules, which list the reinforcement bars needed for concrete structures. It provides examples of bar bending schedules for beams, slabs, columns and walls. Details included are member identification, bar type, diameter, length, shape code and bending dimensions. Guidelines are given for accurately measuring and bending bars while ensuring proper cover and avoiding bundled bars. Sample calculations demonstrate how to generate a schedule for a given beam design. Relevant codes and standards are also cited along with websites that provide bar bending schedule software.
Bar bending schedule for neck column
This document provides a bar bending schedule and estimates the quantity of steel reinforcement required for different types of neck columns. It first describes what a neck column is and the importance of bar bending schedules. It then calculates the reinforcement required for main bars and stirrups in various column types including square, circular, T-shaped, and L-shaped columns. The calculations are based on assumptions of bar diameters, spacing between stirrups, and other dimensions. The document summarizes the total weight of steel required for each column, providing engineers with the information needed to estimate reinforcement quantities for neck columns in their designs.
ASEP Steel Handbook
This document appears to be an introduction or overview section for a steel design handbook. It discusses the following key points in 3 sentences:
The handbook is divided into multiple parts that classify structural steel products based on manufacturing method and thickness. It provides tables of dimensions and properties to enable selection of structural members. Major revisions from a previous edition include modifying thickness ranges and adding new sections on built-up wide flange tees, metal decks, design examples, and welded joints.
14251 a ch3
This document provides an overview of bending and placing reinforcing steel (rebar) in concrete construction. It describes how rebar is bent to accommodate structural stresses and increase the tensile strength of concrete. Common rebar bends are shown, along with guidelines for minimum bend diameters. Tools for cutting and bending rebar in the field are also discussed, including leverage bars, manual benders, and electric/hydraulic tools.
Study of Steel Moment Resisting Frame with Reduced Beam Section
This document summarizes a study on modeling and analyzing a 15-story steel building with and without reduced beam sections (RBS) using time history analysis. The study found that using RBS increased the building's time period by 25% and increased deflections and drifts compared to a building with regular beams. However, base shear was nearly identical between the two buildings. While RBS increased deformations, it also reduced the total steel material needed by about 11.5 tons, providing a cost savings of around $7,480. Therefore, RBS can improve seismic performance by shifting plastic hinging away from beam-column connections while also offering a cost benefit from reduced material.
Performance evaluation of hybrid double T-box beam girder in steel structure
This document discusses the performance evaluation of a hybrid double T-box beam girder (HDTBG) in steel structures. The study models various HDTBG configurations using finite element analysis software to compare their flexural behavior to conventional beams. It finds that the HDTBG has equivalent performance to an ISMB150 beam and better performance than an ISMB200 beam when their weights are equal. The study then analyzes HDTBGs with different combinations of low, medium, and high tensile grade steel in the web and flange. It determines that configurations with a medium or high tensile web and varying flange grades see a 5-20% improvement in moment capacity compared to a baseline low tensile web and fl
Sp34 STRUCTURAL DRAWING FOR DETAILING
The document provides guidelines for structural drawings of large projects. It states that drawings should be one consistent size, with a title block in the bottom right corner. Separate sheets should be used for different structural elements like slabs, beams, and columns. Appropriate scales must be chosen to show details clearly while keeping drawings a workable size. Drawings should show reinforcement details, dimensions, and other information needed for construction. Longitudinal and cross sections are recommended to ensure proper placement of reinforcement. Standard symbols are provided for structural elements and reinforcement.
Barbendingschedulebyakhil 140512032242-phpapp01
This document discusses bar bending schedules, which provide details for bending reinforcing bars used in concrete structures. It covers schedules for beams, slabs, columns and walls. Guidelines are provided for measuring bending dimensions and best practices. An example schedule is shown calculating bar lengths and quantities for reinforcing bars in a beam. Standards and software options for generating bar bending schedules are also listed.
SPREADSHEET FOR BAR BENDING SCHEDULE REINFORCEMENT TONNAGE SUMMARY
In this exclusive civil engineering tutorial, you can find the demo of bar bending schedules reinforcement tonnage summing spreadsheet.
The objective of this informative excel spreadsheet is to sum up reinforcement weights for each bar diameter out of numerous BBS files (bar bending schedules) on a simple, easily readable schedule.
Continuous reinforced rigid pavement
This document provides an overview of continuously reinforced concrete pavement (CRCP). It discusses the characteristics and importance of CRCP, including that it is a rigid pavement without joints that requires little maintenance. The document outlines various design considerations and factors like crack spacing, width, and steel reinforcement. It also describes the typical design process involving calculating the required steel percentage based on parameters like concrete strength and temperature differentials. Finally, it provides an example of a typical CRCP design with specifications.
M10l24
This document discusses the preparation of design charts for compression members. It defines design charts and their purpose in simplifying the column design process by avoiding lengthy calculations. It identifies the key design parameters for columns as the cross section dimensions, longitudinal reinforcement, concrete and steel grades, and transverse reinforcement. It derives the governing equations for columns under different loading conditions in non-dimensional form using parameters like Pu/fckbD and Mu/fckbD^2. Finally, it explains the step-by-step process for preparing design charts by determining the values of these non-dimensional parameters for different locations of the neutral axis.
M10l24
This document discusses the preparation of design charts for compression members. It defines design charts and their purpose in simplifying the column design process by avoiding lengthy calculations. It identifies the key design parameters for columns and explains how to derive non-dimensional equations of equilibrium for different locations of the neutral axis. These equations are then used to determine the non-dimensional parameters (Pu/fckbD) and (Mu/fckbD2) for different points, generating the design chart. The process involves deriving equations for when the neutral axis is at infinity, outside the section, within the section, and when the column behaves like a steel beam.
Bar bending schedule(by akhil)
Bar Bending Schedule (BBS) is a chart which gives a clear picture of bar length, diameter of bar ,bar mark ,location of bar.
It allow workers to place steel properly.
10.01.03.153
This document provides an overview of the design of rectangular reinforced concrete beams that are singly or doubly reinforced. It defines key assumptions in the design process including plane sections remaining plane after bending. It also covers evaluation of design parameters such as moment factors, strength reduction factors, and balanced reinforcement ratios. The design procedures for singly and doubly reinforced beams are described including checking crack width for singly reinforced beams. Figures are also provided to illustrate concepts such as stress distributions and the components of a doubly reinforced beam.
Flat_slab.pptx
Flat slabs were originally invented in the U.S. in 1906 and load tested between 1910-1920. They are reinforced concrete slabs supported by columns without beams. Flat slabs offer advantages like reduced construction costs, faster construction, and greater architectural freedom. They are classified as solid flat slab, solid flat slab with drop panels, solid flat slab with column heads, or banded flat slab. Analysis and design of flat slabs involves distributing moments from equivalent frame analysis to slab components and checking shear and punching resistance.
1228808532(2)
This document provides details about the design, manufacturing, and testing processes for power transformers. It discusses:
1) The design process, which begins with designing the core and windings based on specifications. Calculations are checked using computer programs.
2) Short circuit strength considerations, including calculating radial and axial forces on windings from leakage flux, and ensuring windings can withstand these forces.
3) Manufacturing of cores from grain-oriented steel, and winding manufacturing steps like paper wrapping conductors and different winding types.
4) Testing includes short circuit testing to prove designs can withstand forces, and ABB has extensively tested transformers.
IRJET- Behaviour of Castellated Beam with Coupled Stiffener
1) The document discusses a study on the behavior of castellated beams with coupled stiffeners. A steel I-section beam is selected and analyzed using finite element analysis software.
2) Experimental testing is conducted on beams with two-point loading. The deflection at the beam center and various failure patterns are examined. The goal is to determine if load capacity increases or decreases with an optimized stiffener placed within hexagonal openings.
3) Previous research has looked at shear buckling behavior of web-posts, parametric studies of connections with circular openings, and using topology optimization to design perforated sections. Stiffeners are commonly used to strengthen plates and increase shear and moment resistance.
Experimental Study on Flexural Behaviour of Steel Beam at Diverse Loading
This study experimentally analyzed the flexural behavior of steel channel sections (ISMC75) under different loading conditions. The channel section was tested as a simply supported beam under two-point loading applied at either the web or flange. When loaded at the flange, the channel section carried 47% higher loads than when loaded at the web, reaching its plastic moment capacity. Deflections were also higher under flange loading. The results provide data on the flexural behavior and load-carrying capacity of channel sections based on the point of load application.
Similar to Bar bending schedule (20)
Study of Steel Moment Resisting Frame with Reduced Beam Section
Study of Steel Moment Resisting Frame with Reduced Beam Section
Performance evaluation of hybrid double T-box beam girder in steel structure
Performance evaluation of hybrid double T-box beam girder in steel structure
SPREADSHEET FOR BAR BENDING SCHEDULE REINFORCEMENT TONNAGE SUMMARY
SPREADSHEET FOR BAR BENDING SCHEDULE REINFORCEMENT TONNAGE SUMMARY
IRJET- Behaviour of Castellated Beam with Coupled Stiffener
IRJET- Behaviour of Castellated Beam with Coupled Stiffener
Experimental Study on Flexural Behaviour of Steel Beam at Diverse Loading
Experimental Study on Flexural Behaviour of Steel Beam at Diverse Loading
Recently uploaded
一比一原版(爱大毕业证书)爱荷华大学毕业证如何办理
原版一模一样【微信：741003700 】【(爱大毕业证书)爱荷华大学毕业证成绩单】【微信：741003700 】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Q/微741003700
【主营项目】
一.毕业证【q微741003700】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【q/微741003700】
◇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
办理(爱大毕业证书)爱荷华大学毕业证【微信：741003700 】外观非常简单，由纸质材料制成，上面印有校徽、校名、毕业生姓名、专业等信息。
办理(爱大毕业证书)爱荷华大学毕业证【微信：741003700 】格式相对统一，各专业都有相应的模板。通常包括以下部分：
校徽：象征着学校的荣誉和传承。
校名:学校英文全称
授予学位：本部分将注明获得的具体学位名称。
毕业生姓名：这是最重要的信息之一，标志着该证书是由特定人员获得的。
颁发日期：这是毕业正式生效的时间，也代表着毕业生学业的结束。
其他信息：根据不同的专业和学位，可能会有一些特定的信息或章节。
办理(爱大毕业证书)爱荷华大学毕业证【微信：741003700 】价值很高，需要妥善保管。一般来说，应放置在安全、干燥、防潮的地方，避免长时间暴露在阳光下。如需使用，最好使用复印件而不是原件，以免丢失。
综上所述，办理(爱大毕业证书)爱荷华大学毕业证【微信：741003700 】是证明身份和学历的高价值文件。外观简单庄重，格式统一，包括重要的个人信息和发布日期。对持有人来说，妥善保管是非常重要的。
Accident detection system project report.pdf
The Rapid growth of technology and infrastructure has made our lives easier. The
advent of technology has also increased the traffic hazards and the road accidents take place
frequently which causes huge loss of life and property because of the poor emergency facilities.
Many lives could have been saved if emergency service could get accident information and
reach in time. Our project will provide an optimum solution to this draw back. A piezo electric
sensor can be used as a crash or rollover detector of the vehicle during and after a crash. With
signals from a piezo electric sensor, a severe accident can be recognized. According to this
project when a vehicle meets with an accident immediately piezo electric sensor will detect the
signal or if a car rolls over. Then with the help of GSM module and GPS module, the location
will be sent to the emergency contact. Then after conforming the location necessary action will
be taken. If the person meets with a small accident or if there is no serious threat to anyone’s
life, then the alert message can be terminated by the driver by a switch provided in order to
avoid wasting the valuable time of the medical rescue team.
Determination of Equivalent Circuit parameters and performance characteristic...
Includes the testing of induction motor to draw the circle diagram of induction motor with step wise procedure and calculation for the same. Also explains the working and application of Induction generator
Call For Paper -3rd International Conference on Artificial Intelligence Advan...
* Registration is currently open *
Call for Research Papers!!!
Free – Extended Paper will be published as free of cost.
3rd International Conference on Artificial Intelligence Advances (AIAD 2024)
July 13 ~ 14, 2024, Virtual Conference
Webpage URL: https://aiad2024.org/index
Submission Deadline: June 22, 2024
Submission System URL:
https://aiad2024.org/submission/index.php
Contact Us:
Here's where you can reach us : aiad@aiad2024.org (or) aiadconference@yahoo.com
WikiCFP URL: http://wikicfp.com/cfp/servlet/event.showcfp?eventid=180509©ownerid=171656
#artificialintelligence #softcomputing #machinelearning #technology #datascience #python #deeplearning #tech #robotics #innovation #bigdata #coding #iot #computerscience #data #dataanalytics #engineering #robot #datascientist #software #automation #analytics #ml #pythonprogramming #programmer #digitaltransformation #developer #promptengineering #generativeai #genai #chatgpt #artificial #intelligence #datamining #networkscommunications #robotics #callforsubmission #submissionsopen #deadline #opencall #virtual #conference
Open Channel Flow: fluid flow with a free surface
Open Channel Flow: This topic focuses on fluid flow with a free surface, such as in rivers, canals, and drainage ditches. Key concepts include the classification of flow types (steady vs. unsteady, uniform vs. non-uniform), hydraulic radius, flow resistance, Manning's equation, critical flow conditions, and energy and momentum principles. It also covers flow measurement techniques, gradually varied flow analysis, and the design of open channels. Understanding these principles is vital for effective water resource management and engineering applications.
Impartiality as per ISO /IEC 17025:2017 Standard
This document provides basic guidelines for imparitallity requirement of ISO 17025. It defines in detial how it is met and wiudhwdih jdhsjdhwudjwkdbjwkdddddddddddkkkkkkkkkkkkkkkkkkkkkkkwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwioiiiiiiiiiiiii uwwwwwwwwwwwwwwwwhe wiqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq gbbbbbbbbbbbbb owdjjjjjjjjjjjjjjjjjjjj widhi owqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq uwdhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhhwqiiiiiiiiiiiiiiiiiiiiiiiiiiiiw0pooooojjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjj whhhhhhhhhhh wheeeeeeee wihieiiiiii wihe
e qqqqqqqqqqeuwiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiqw dddddddddd cccccccccccccccv s w c r
cdf cb bicbsad ishd d qwkbdwiur e wetwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww w
dddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddfffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffw
uuuuhhhhhhhhhhhhhhhhhhhhhhhhe qiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee qqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccc ccccccccccccccccccccccccccccccccccc bbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum
m
m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm m i
g i dijsd sjdnsjd ndjajsdnnsa adjdnawddddddddddddd uw
一比一原版(uofo毕业证书)美国俄勒冈大学毕业证如何办理
原版一模一样【微信：741003700 】【(uofo毕业证书)美国俄勒冈大学毕业证成绩单】【微信：741003700 】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Q/微741003700
【主营项目】
一.毕业证【q微741003700】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【q/微741003700】
◇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
办理(uofo毕业证书)美国俄勒冈大学毕业证【微信：741003700 】外观非常简单，由纸质材料制成，上面印有校徽、校名、毕业生姓名、专业等信息。
办理(uofo毕业证书)美国俄勒冈大学毕业证【微信：741003700 】格式相对统一，各专业都有相应的模板。通常包括以下部分：
校徽：象征着学校的荣誉和传承。
校名:学校英文全称
授予学位：本部分将注明获得的具体学位名称。
毕业生姓名：这是最重要的信息之一，标志着该证书是由特定人员获得的。
颁发日期：这是毕业正式生效的时间，也代表着毕业生学业的结束。
其他信息：根据不同的专业和学位，可能会有一些特定的信息或章节。
办理(uofo毕业证书)美国俄勒冈大学毕业证【微信：741003700 】价值很高，需要妥善保管。一般来说，应放置在安全、干燥、防潮的地方，避免长时间暴露在阳光下。如需使用，最好使用复印件而不是原件，以免丢失。
综上所述，办理(uofo毕业证书)美国俄勒冈大学毕业证【微信：741003700 】是证明身份和学历的高价值文件。外观简单庄重，格式统一，包括重要的个人信息和发布日期。对持有人来说，妥善保管是非常重要的。
OOPS_Lab_Manual - programs using C++ programming language
This manual contains programs on object oriented programming concepts using C++ language.
SCALING OF MOS CIRCUITS m .pptx
this ppt explains about scaling parameters of the mosfet it is basically vlsi subject
Power Electronics- AC -AC Converters.pptx
This PPT is about AC-AC Converters, including AC Voltage controllers and Cycloconverters, their types, and control.
This study Examines the Effectiveness of Talent Procurement through the Imple...
In the world with high technology and fast
forward mindset recruiters are walking/showing interest
towards E-Recruitment. Present most of the HRs of
many companies are choosing E-Recruitment as the best
choice for recruitment. E-Recruitment is being done
through many online platforms like Linkedin, Naukri,
Instagram , Facebook etc. Now with high technology E-
Recruitment has gone through next level by using
Artificial Intelligence too.
Key Words : Talent Management, Talent Acquisition , E-
Recruitment , Artificial Intelligence Introduction
Effectiveness of Talent Acquisition through E-
Recruitment in this topic we will discuss about 4important
and interlinked topics which are
Supermarket Management System Project Report.pdf
Supermarket management is a stand-alone J2EE using Eclipse Juno program.
This project contains all the necessary required information about maintaining
the supermarket billing system.
The core idea of this project to minimize the paper work and centralize the
data. Here all the communication is taken in secure manner. That is, in this
application the information will be stored in client itself. For further security the
data base is stored in the back-end oracle and so no intruders can access it.
A high-Speed Communication System is based on the Design of a Bi-NoC Router, ...
The Network on Chip (NoC) has emerged as an effective
solution for intercommunication infrastructure within System on
Chip (SoC) designs, overcoming the limitations of traditional
methods that face significant bottlenecks. However, the complexity
of NoC design presents numerous challenges related to
performance metrics such as scalability, latency, power
consumption, and signal integrity. This project addresses the
issues within the router's memory unit and proposes an enhanced
memory structure. To achieve efficient data transfer, FIFO buffers
are implemented in distributed RAM and virtual channels for
FPGA-based NoC. The project introduces advanced FIFO-based
memory units within the NoC router, assessing their performance
in a Bi-directional NoC (Bi-NoC) configuration. The primary
objective is to reduce the router's workload while enhancing the
FIFO internal structure. To further improve data transfer speed,
a Bi-NoC with a self-configurable intercommunication channel is
suggested. Simulation and synthesis results demonstrate
guaranteed throughput, predictable latency, and equitable
network access, showing significant improvement over previous
designs
Digital Twins Computer Networking Paper Presentation.pptx
A Digital Twin in computer networking is a virtual representation of a physical network, used to simulate, analyze, and optimize network performance and reliability. It leverages real-time data to enhance network management, predict issues, and improve decision-making processes.
Blood finder application project report (1).pdf
Blood Finder is an emergency time app where a user can search for the blood banks as
well as the registered blood donors around Mumbai. This application also provide an
opportunity for the user of this application to become a registered donor for this user have
to enroll for the donor request from the application itself. If the admin wish to make user
a registered donor, with some of the formalities with the organization it can be done.
Specialization of this application is that the user will not have to register on sign-in for
searching the blood banks and blood donors it can be just done by installing the
application to the mobile.
The purpose of making this application is to save the user’s time for searching blood of
needed blood group during the time of the emergency.
This is an android application developed in Java and XML with the connectivity of
SQLite database. This application will provide most of basic functionality required for an
emergency time application. All the details of Blood banks and Blood donors are stored
in the database i.e. SQLite.
This application allowed the user to get all the information regarding blood banks and
blood donors such as Name, Number, Address, Blood Group, rather than searching it on
the different websites and wasting the precious time. This application is effective and
user friendly.
Applications of artificial Intelligence in Mechanical Engineering.pdf
Historically, mechanical engineering has relied heavily on human expertise and empirical methods to solve complex problems. With the introduction of computer-aided design (CAD) and finite element analysis (FEA), the field took its first steps towards digitization. These tools allowed engineers to simulate and analyze mechanical systems with greater accuracy and efficiency. However, the sheer volume of data generated by modern engineering systems and the increasing complexity of these systems have necessitated more advanced analytical tools, paving the way for AI.
AI offers the capability to process vast amounts of data, identify patterns, and make predictions with a level of speed and accuracy unattainable by traditional methods. This has profound implications for mechanical engineering, enabling more efficient design processes, predictive maintenance strategies, and optimized manufacturing operations. AI-driven tools can learn from historical data, adapt to new information, and continuously improve their performance, making them invaluable in tackling the multifaceted challenges of modern mechanical engineering.
Recently uploaded (20)
Determination of Equivalent Circuit parameters and performance characteristic...
Determination of Equivalent Circuit parameters and performance characteristic...
Call For Paper -3rd International Conference on Artificial Intelligence Advan...
Call For Paper -3rd International Conference on Artificial Intelligence Advan...
Zener Diode and its V-I Characteristics and Applications
Zener Diode and its V-I Characteristics and Applications
OOPS_Lab_Manual - programs using C++ programming language
OOPS_Lab_Manual - programs using C++ programming language
This study Examines the Effectiveness of Talent Procurement through the Imple...
This study Examines the Effectiveness of Talent Procurement through the Imple...
A high-Speed Communication System is based on the Design of a Bi-NoC Router, ...
A high-Speed Communication System is based on the Design of a Bi-NoC Router, ...
Digital Twins Computer Networking Paper Presentation.pptx
Digital Twins Computer Networking Paper Presentation.pptx
Applications of artificial Intelligence in Mechanical Engineering.pdf
Applications of artificial Intelligence in Mechanical Engineering.pdf
Bar bending schedule
- 2. It is a process of cutting and bending reinforcement bars into shapes suggested by a structural engineer. It is a comprehensive list that describes the location, mark, type, size, length, number and bending details of each bar in a reinforcement drawing of a structure. The process of listing is called scheduling.
- 3. A BBS provides us with Member identification Bar Mark Shape of bending Diameter of Bar Length of each Bar Total no. of Bars Total length Weight
- 4. If available the cutting and bending can be done elsewhere (example: in a factory) and transported to a site which results in faster execution and reduces the construction time. It improves quality control as reinforcement is provided as per BBS. It provides better estimation of steel requirement.
- 5. Identification of Members (Steel Bars) Each type of bar usually has a bar mark/designation. Counting each type of bar - For a small concrete structure, we can count it manually. - For a big slab structure, to calculate the no. of bars we need to find the width, clear cover and c/c (center to center) spacing between bars. No. of bars = (𝑊𝑖𝑑𝑡ℎ 𝑜𝑓 𝑐𝑜𝑛𝑐𝑟𝑒𝑡𝑒 – 2∗𝑐𝑙𝑒𝑎𝑟 𝑐𝑜𝑣𝑒𝑟) 𝑐/𝑐 𝑠𝑝𝑎𝑐𝑖𝑛𝑔 𝑏𝑒𝑡𝑤𝑒𝑒𝑛 𝑏𝑎𝑟𝑠
- 6. Calculating the length of Rebar The total length of each member bar is calculated. We shouldn’t forget to add the development length or anchorage length. Calculating the unit weight of individual bar The unit weight of individual bar is usually calculated by the formula Unit wt. of bar with diameter D = 𝐷^2 162 kg/m Calculation of total weight We can find out the total weight of steel required by simply using the formula Wt. of a bar = (No. of bars * Length * Unit weight) kg
- 7. Prepare BBS for different RCC elements separately. Example: Column, Beam, Slab, Footing, etc. It is preferable that the bars are listed in the schedule in a numerical order for convenience. It should be provided separately not as a part of detailed reinforcement drawing.
- 8. For EXAMPLE AND EXCEL PROGRAMME VISIT http://ultimatecivilengineer.blogspot.com/