Yield line theory solved problems

Yield line theory solved problems. 8(X–3) = 0. It uses yield line theory to investigate failure mechanisms at the ultimate limit state. The yield line theory is conducted based on the bending moment of the structural element at its collapse state. Question: Example By using the yield line theory, determine the ultimate resisting moment per linear meter (m) for an isotropic reinforced concrete two-way slab to sustain a concentrated factored load of PkN applied as shown in figure. EXAMPLE 13: by using the yield line theory, determine the moment (m) for the simply supported two-way reinforced concrete slab shown in the figure below which is subjected to a uniformly distributed load (w) kPa. The yield line method is based on the kinematic ~Fig. The elastic moment is shown, as the load is increased, when the applied moment becomes equal to the flexural capacity YIELD LINE THEORY (EXAMPLES) Suhaimi Abu Bakar, PhD. 2-Equilibrium Method: Equilibrium of the segments or parts of slab into which the slab is divided by the yield lines. Mohammed Abdelgadir Ahmed Alasam Supervisor: Prof. A yield line is a line in the plane of the slab across which reinforcing bars have yielded and about which excessive deformation (plastic rotation) under constant limit moment (ultimate moment) continues to occur leading to failure. Mathematical analysis of all cases that are adopted by method three of the ACI 1963 C ode is. Example 9. MOHAMMED ZUHEAR ALMULALI EXAMPLE 22: For the fixed two-way slab shown below, using the yield line theory determine the ultimate resisting moment per linear meter (m) if the slab was subjected to a concentrated load of P kN. e. Download scientific diagram | Yield Line patterns for two-way rectangular slabs of all 9 cases of method 3 of the ACI 1963 Code from publication: Implication of Yield Lines Theory in Method Three ^rld 73 ^^,cj (1^11 ^f/3 tableopcontents synopsis 1 introduction. in Structural Engineering By: Eng. This document provides an overview of yield line analysis for determining the ultimate load capacity of simply supported slabs. As for feature (b) above, the particular nature of element “S3”, especially, the way curvature is calculated, makes this possible. w. In either method, a yield line pattern is assumed so that a collapse mechanism is produced. SOLUTION: 饾憡饾惛= × 1 2 × × 2 × 1 3 ×4= 2 2 3 饾憡饾惣=( +饾懀饾憭× × 1 2 + −饾懀饾憭× × 1 2)×4=16 . Title: PowerPoint Presentation Author: suhaimi Created Date: 9/28/2005 6:11:59 AM parameters for end-plate moment connections. 1. The ultimate load of slabs is estimated by assuming a failure mechanism which is compatible with the boundary conditions. For 5 pairs of observations the following results are obtained ∑X=15, ∑Y=25, ∑X2 =55, ∑Y2 =135, ∑XY=83 Find the equation of the lines of regression and estimate the value of X on the first line when Y=12 and value of Y on the second line if X=8. Their intention has been Loads distributed over small areas and load combinations are discussed in Ref. (4 marks) (b) A two-way rectangular slab has two potential mode of failure as shown in FIGURE Q1(b)(i) and FIGURE Q1(b)(ii). 6 Jul 1, 2013 路 Yield Line Theory is one of the historic and trusted methods to predict the failure loads of slabs. EXAMPLE 6: Using the yield line theory, determine the ultimate resisting moment per linear meter (m) for the isotropic two-way square slab supported by four concrete walls subjected to a uniformly distributed load (w). with the conventional yield line method. Yield line theory is a limit analysis using which we can achieve an ultimate load carrying capacity of the slabs by selecting a suitable collapse pattern which depict the actual boundary conditions. Yield-line analysis removes this inconsistency. sq . The yield line theory is briefly reviewed below. Yield Line Theory 2. Obtain a relationship between the yield stress under pure shear y and the yield stress under uni-axial stress y Solution: We know that under uni-axial stress, the material yields when the Question: - H. This tutorial video will explain step by step on how to determine the design moment for a rectangular slab using Yield line analysis. It defines relevant symbols used in the analysis. Theory and Numerical Problems Earthquake Resistant Design of Structures Seismic Effects, Material Behaviour and General Principles of Earthquake Resistant Design of structures Aug 13, 2019 路 In this research work, the yield line theory was used by the authors for the analytical modelling of the three-sides supported slabs. EXAMPLES IN YIELD LINE ANALYSIS Dr. The notes and questions for Yield Line Theory for Slabs have been prepared according to the Civil Engineering (CE) exam syllabus. Johansen in the 1940s. For each yield line parameter, either the derivation is given or details about how the yield line parameter was obtained from one of the other derived yield line parameters is described. 2 equilibriumequationsmethod. A line shaft rotating at 200 rpm is to transmit 20 kW power. Failure Theories (PDF) 4. I El-Niema December 2006 CORE Metadata, citation and similar papers at core. Due to different values of a parameter in the tests’ results, 10 models was crated for the first case study and 4 models for the second one. 3!, and the shear force acting at a yield line as Ta. Yield line design is a well-founded method of designing reinforced concrete slabs. OF BUILDING & CONSTRUCTION TECH. 2 Yield-line Theory 8. Find important definitions, questions, notes, meanings, examples Jan 9, 2004 路 This chapter contains sections titled: Introduction to Yield-Line Method Work Method Equilibrium Method Further Applications of Yield-Line Analysis Yield Lines due to Concentrated Loads S 8. A suitable yield line pattern is assumed according to the given loads, dimensions and edge conditions. Suppose, now, that we impose a unit virtual dis- placement on the yield line at f; e will suffer the same virtual displacement since ef and ab are paral- lel. The angle of rotation of the panel B (and C) is then 1/2. W 4: Using yield line theory for the isotropic slab shown in figure below, find the uniformly collapse load (Wu) assume m* = m*=m 5m So 9 m Show transcribed image text Here’s the best way to solve it. Many handbooks [27,28] and researches [18,19, 23, 29] discussed this method proposing several Q1 (a) Briefly discuss TWO (2) assumptions in yield line analysis. Micro-cracking of Concrete; Stress-strain Behavior in Multiaxial Loading (PDF) 3. When using the work method various geometric parameters of a yield-line pattern can be adjusted to seek the minimum collapse load. Many researchers have extended Johansen's ideas, perhaps further than he envisaged or desired. Solution: Y –5 = 0. It is a robust and proven design technique that challenges designers to use judgement; once grasped it is an exceedingly powerful tool. Both the endplate yield line patterns and the - column side yield line patterns are provided. A simply supported uniformly loaded reinforced concrete slab shown in Fig(2-2) with é< é Õ. Simple design leads to simple details that are fast to detail and fast to fix. The yield analysis was proposed by Ingerslev in 1923. However, a basic understanding of the yield line theory is assumed in the following discussion and the reader is referred to the standard texts on the subject [ 1,2]. , with the aid of the rules by Jones and Wood ], and then the work method is used to obtain a solution. The application of yield line mechanism analysis is included, covering steel plates, open-section members, closed-section members, void-filled members, welded connections and bolted connections. A full line represents a positive yield line caused by a sagging yield moment, so that the concrete cracks in tension on the bottom face of the slab; a broken line represents Nov 30, 2019 路 Yield line method of analysis was started by Ingerslev . Portions of the original theory, such as the virtual work equation and the yield criterion, have been incorporated into the elastic and inelastic theory of yield-line elements. ac. Jun 1, 2000 路 Johansen's yield-line analysis is generally considered as an acceptable technique used to determine the collapse load of reinforced concrete slabs. This video will use yield line to design slabs. Aug 1, 2013 路 A new lower bound finite element method for slab analysis is presented as a practical substitute to full, non-linear, finite element methods that require expert knowledge and long running times. Question: Example By using the yield line theory, determine the ultimate resisting moment per linear meter (m) for an isotropic reinforced concrete two-way polygon slab shown in figure under a uniform load (q). Benefits of the yield-line method are that it will often identify additional reserves of strength when applied to the analysis of existing slabs, and to highly economic slabs when used in design. Johansen [2, 3] extended the work of Ingerslev, and yield line method of analysis was established as a viable method of analysis based on theory of plasticity. Slabs equally reinforced in two normal Yield line analysis. The slab is given a unit virtual displacement at the yield line joining the two plate segments to apply the principle of virtual work. The document then discusses two methods for performing the analysis - the method of virtual works and the method of segment equilibrium. In order to compare the results in terms of the flexural bearing capacity, the slabs were analyzed by using elastic finite element In the simple yield-line analysis problem considered in the previous section a geometrically compatible yield-line pattern was pre-defined, and all that was required was to adjust the geometry of the mechanism (i. 2-1 shows some tyRical yield-line patterns for slabs in the collapse state under uniformly dtstributed loads. 16. Johansen. 4. In general, elastic solutions are available only for restricted conditions, usually uniformly loaded rectangular slabs and slab systems. the corresponding mechanism is the yield line. The study demonstrates and evaluates an approach in the structural analysis phase when assessing reinforced concrete slabs. Traditionally a hand-based method, the yield-line method is easy to apply to problems involving simple slab geometries and loading regimes. Current initiatives such as Egan[4 Jun 1, 2000 路 Johansen's yield-line analysis is generally considered as an acceptable technique used to determine the collapse load of reinforced concrete slabs. For a given slab, the ultimate load obtained by the yield-line theory may be correct or excessive. Your solution’s ready to go! Our expert help has broken down your problem into an easy-to-learn solution you can count on. VIRTUAL WORK METHOD. ” As shown in this paper, many of the classical solutions of yield line analysis correspond to incorrect yield patterns. uk Provided by KhartoumSpace Oct 1, 2003 路 The paper also summarizes some basic or simple yield line mechanisms that may be adopted directly to solve more complicated problems. 1 Deformation of slab with yield lines positive yield line negative yield line axis of rotation simply supported edge unsupported edge point load column support built in edge 2. Understanding the numerical problems and solving practice and test problems will give a better understanding of the theories of yield line analysis and their applications. Jan 15, 2003 路 If yield lines are “incorrect,” or not possible, yield line analysis can only be performed, in general, by means of “skew moment method. The assumed failure criteria is termed by a pattern of yield lines, along that the reinforcement has yielded and the location of which counts loads and boundary conditions. ' l^ virtualworkmethod, • 13 successiveapproximationmethod 26 Mar 6, 2020 路 code in the virtual work met hod by simple yield line theory. 23. 333 m uni-axial stress loading yield occurs when the applied stress (say 11), reaches the value 11 = p 3 y. Jun 1, 2022 路 The yield-line theory is an upper bound method of reinforced concrete slabs [24]. g. The beam design chart in Fig. 1 Introduction Yield line analysis is an analysis approach for determining the ultimate load capacity of reinforced concrete slabs and was pioneered by K. 1 An Experimental Basis for Yield-line Analysis The pioneer of yield-line theory was K. Simple geometry problems could easily be solved by using traditional hand analyses Figure 8. Dec 24, 2003 路 The paper also summarizes some basic or simple yield line mechanisms that may be adopted directly to solve more complicated problems. For the method of virtual works, the document outlines the key steps of drawing Yield-line theory is accepted as a method for the design of reinforced concrete structures in many codes. DESIGN EXAMPLES. SOLUTION: 饾憡饾惛=饾憡饾惣 There are two methods of yield line analysis of slab : (i) Virtual Work Method, and (ii) Equilibrium Method. . E. 5-2 may of course be used for slab design, but since practical slabs are Aug 1, 2013 路 The energy dissipated by a yield line due to a virtual rotation can be calculated by projecting the yield line into other directions, usually the global horizontal and vertical axes in the slab plane [3], [5]. These two methods should give exactly the same results because they are based on the same basic assumptions for the yield line theory. Many guidelines have been provided to find the most possible failure mechanism and the lowest upper solution. The yield line serves as an axis of rotation for the slab segment. Yield line theory, on the other hand, is an efficient way of determining the collapse load of reinforced concrete slabs, and it pre-dates limit analysis. 33. 2. 12. Johansen [32], who published his PhD thesis on the subject in 1943. 8X+2. The method presented here, yield line theory, was developed in the early 1960s by the Danish engineer, K. Solution: In this case, p J 2 = r 1 3 11 = y;) 11 = p 3 y 2. Yield Line Theory challenges designers to use judgement and not to rely solely on computer analysis and design. 1 YIELD LINE THEORY There are two approaches to the calculation of the ultimate load-carrying capacity of a reinforced concrete slab involving yield line theory. yield line method is plastic The yield line theory of analysis is a factored or ultimate load method of analysis. Solution We=P×1=P Wi= We=Wi P=11. Concrete Plasticity (PDF) DEPT. Information about Yield Line Theory for Slabs covers topics like and Yield Line Theory for Slabs Example, for Civil Engineering (CE) 2024 Exam. The angle Published: 30 November 2019 Yield Line Analysis of Reinforced Concrete Slab Carrying Concentrated Loading Anunay Jain & Veerendra Kumar Journal of The Institution of Engineers (India): Series A volume 101, pages195–206(2020)Cite this article 150 Accesses Metricsdetails Abstract Yield line analysis of reinforced concrete slab, simply supported on two sides perpendicular to the span and free Answer to QUESTION 3 (20 MARKS) Calculate the collapse load (W. Yield-line theory permits, within limits, an arbitrary readjustment of moments found by elastic analysis to arrive at design moments that Yield line Theory for Concrete Slabs Subjected to Axial Force - 10 - 7 Theory 7. Oct 1, 2015 路 In the early ages of last century, the yield-line method has been proposed to attempt to solve such problem. Solve the yield-line analysis problem On solve, the software uses cutting-edge optimization techniques to automatically consider billions of potential yield-line mechanisms, identifying the critical case and associated factor of safety within seconds. W. 2. sc. the distance x ) to determine the critical case. This particular example will show you step by step how to easily use yield line analysis for s more. Finally, a yield positive line should be represented as one crooked line, a yield negative line as two crooked lines, a free edge as a line, a simply supported edge as two lines, a clamped edge as a family of parallel lines, and a column as a circle. 9 LIMITATIONS OF YIELD LINE THEORY The usefulness of yield line theory should be apparent from the preceding sections. 1 Dissipation in a yield line If the axes of rotation for two slab parts are not at the same depth measured from the slab surface, the relative displacement discontinuity is no longer perpendicular to the yield line. The advantages and disadvantages of both the equilibrium and energy Feb 1, 2020 路 The Yield Lines Theory, which is one of limit state analysis based on expected failure criteria of slabs. show this link to your f compatible. 3. The application of yield line mechanism analysis is included For practical purposes, the ultimate moment of resistance [1] of reinforced concrete slabs may be determined by the methods explained in Chapter 4 for beams. This method is an upper bound method. The term ‘yield line’ (in Danish: ‘brudlinie’, literally meaning ‘line of rupture’) was coined in 1921 by Ingerslev [7] to describe lines in the slab - For a mechanism to develop, the yield line may pass through the intersection of the axes of rotation of adjacent segments Fig. 2 Illustrative Examples 19 Yield line theory 653. 19. Determine the diameter of the shaft Yield Line Method Applied to Slabs with Different Supports Thesis Submitted in Partial Fulfilment of requirements for the degree of M. The slabs designed by yield-line theory become economical as it accounts for the reserve strength characteristics of most concrete structures. Dec 1, 2018 路 In this paper, different types of reinforced concrete slabs system of different support conditions have been analyzed using yield line theory to determine the maximum resisting moment, the result When carrying out a yield-line analysis by hand, usually a yield-line pattern is postulated by hand [e. The allowable shear stress for the shaft material is 42 N/mm 2. Given q = 20 kN/m² and negative moment is similar to positive moment, which is m. Two approaches are possible in yield line theory: 1-Energy Method: External work done by the loads during the small virtual displacement of the collapse mechanism is equated to the internal work done by the resisting moments. Y . Once grasped, Yield Line Theory is exceedingly easy to put into practice and everyone in the procurement chain benefits. com Feb 1, 2021 路 The fundamentals of the yield-line method as they apply to the design of reinforced concrete slabs are reviewed and design procedures suitable for routine office use are presented. 2 Typical Yield line patterns Fig. 12. Answer to Solved EXERCISE 1: a) Give TWO (2) Yield Line Theory | Chegg. Nielson carried out yield line analysis for orthogonally reinforced slabs supplementing Johansen’s work [2, 3]. Let the regression line X on Y be . It is closely related to the plastic collapse or limit analysis of steel frames, and is an Upper Bound or Mechanism approach. Introduction; Design Criteria for Reinforced Concrete Structures (PDF) 2. there will be a yield line ad along the built-in edge. anjuhn bekw vimmr ciobd mtbjpj hng vkcu dkuu yvlr vspwwi

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