Name: finding tension in a loaded cable
Uploaded: 2023-09-22T11:49:27.000Z
Duration: 1 min 28 s
Channel: JoVE

Esnek kablolar, çeşitli uygulamalarda destek ve yük iletimi için kullanılır.
İki noktada sabitlenmiş, birden fazla dikey konsantre yük yaşayan bir AB kablosu düşünün.
Yükler ve destek arasındaki yatay mesafeleri bilerek kablonun şeklini ve kablonun her bir bölümündeki gerilimi belirleyin.
Analiz için kablonun esnek, uzayamaz ve ihmal edilebilir bir ağırlığa sahip olduğu varsayılır.
Kablo, her biri sabit çekme kuvvetine maruz kalan birkaç düz çizgi segmentinden oluşur.
Desteklerdeki reaksiyon kuvvetlerini belirlemek için kablonun serbest cisim diyagramını çizin. Burada, bilinmeyen reaksiyon bileşenlerinin sayısı denge denklemlerini aşıyor.
Kablo üzerindeki D noktasını bilinen bir mesafede düşünün ve AD segmentinin serbest cisim diyagramını çizin. D noktasında moment denge denklemi kullanılarak ek bir denklem elde edilir.
Denge denklemlerini hatırlayarak ve reaksiyon kuvvetlerini kullanarak, her bir konsantre yüke destek A arasındaki dikey mesafe elde edilir.
Benzer şekilde, her bir segmentteki gerilim elde edilebilir, bu da segment en büyük eğim açısına sahip olduğunda maksimumdur.

<ol>
	<li>Bira, F.P.; Johnston, E.R.; Mazurek, D.F; Cromwell, P.J. ve Öz, B.P.(2019). Mühendisler için Vektör Mekaniği \u2012 Statik ve Dinamik. New York: McGraw-Tepesi. Sayfa 403-404.</li>
	<li>Hibbeler, R.C. (2016). Mühendislik Mekaniği \u2012 Statik ve Dinamik. Hoboken, New Jersey: Pearson Prentice Salonu. sayfa 381.</li>
</ol>

yoğun yüklere maruz bırakılan kablo

Esnek kablolar, destek ve yük iletimi için çeşitli uygulamalarda yaygın şekilde kullanılır. İki noktada sabitlenmiş bir kablo düşünün ve birden fazla dikey yoğun yüke maruz kalsın. Yükler ve destekler arasındaki yatay mesafeler göz önüne alındığında, kablonun şekli ve her bölümündeki gerilme tespit edilmelidir.

<img alt="Figure 1" src="/files/ftp_upload/14307/14307_Figure_1v2.svg" style="text-align: center; height: 350px;" />

Analiz için kablonun aşağıdaki özelliklerle varsayıldığı düşünülür:

<ol style="list-style-type:lower-alpha;">
	<li>Uygulanan yüklerin etkisi altında şekil değiştirme özelliğine sahip, esnek bir yapı</li>
	<li>Gerilme altında uzunluğu değişmeyen, gerilmeye dayanıklı bir yapı</li>
	<li>Kendi ağırlığı göz ardı edilebilecek kadar küçüktür, bu nedenle kablo davranışını önemli ölçüde etkilemez.</li>
</ol>

Kablo, birbirini takip eden birkaç doğru çizgiden oluşur ve her bir segment, sabit bir gerilme kuvvetine maruz kalır. Desteklerdeki tepki kuvvetlerini belirlemek için bir serbest cisim diyagramı çizilebilir. Ancak, verilen durumda, genellikle bilinmeyen tepki bileşenlerinin sayısı, mevcut denge denklemlerinin sayısını aşar. Bir ek denklem gereklidir. Bir ek denklem elde etmek için desteklerden bilinen bir mesafedeki kablonun D noktasını ele alın. Segment AD'nin serbest cisim diyagramını çizerek ve D noktasındaki moment denge denklemi kullanarak sistemi çözmeye yardımcı olacak başka bir denklem türetilebilir.

<img alt="Equation 1" src="/files/ftp_upload/14307/14307_Equation_1v2.svg" style="text-align: center; height: 13px;" />

Destek A'dan her yoğun yük ile olan dikey mesafe, bilinen tepki kuvvetleriyle belirlenebilir. Bu, kablo üzerine etkiyen dikey kuvvetlerin toplamının sıfır olduğunu belirten denge denklemiyle sağlanabilir. Dikey mesafeler belirlendikten sonra, her kablo segmentindeki gerilme hesaplanabilir. Segmentin en büyük eğim açısına sahip olduğu durumda gerilme maksimumdur.

<img alt="Equation 2" src="/files/ftp_upload/14307/14307_Equation_2v2.svg" style="text-align: center; height: 13px;" />

<img alt="Equation 3" src="/files/ftp_upload/14307/14307_Equation_3v2.svg" style="text-align: center; height: 13px;" />

Yoğun Yüklere Maruz Bırakılan Kablo

Esnek kablolar, destek ve yük iletimi için çeşitli uygulamalarda yaygın olarak kullanılır. İki noktaya sabitlenmiş ve maruz kalmış bir kablo düşünün ...

Education

JoVE Core

Mechanical Engineering

Makine Mühendisliği

Unit 1

Ünite 1

Internal Forces

İç Kuvvetler

KEY TERMS AND CONCEPTS

TEMEL TERİMLER VE KAVRAMLAR

Cable Subjected to Concentrated Loads

finding tension in a loaded cable

Flexible cables can carry vertical point loads between two fixed supports. The cable is treated as flexible, inextensible, and nearly weightless. Under these conditions, it changes shape to form straight-line segments, and each segment carries a constant tensile force.

To analyze the cable, a free-body diagram is drawn for the whole cable. This helps identify the reaction forces at the supports. In many cases, the number of unknown reaction components is greater than the available equilibrium equations, so an extra equation is needed.

A point such as D, at a known distance from the supports, can provide that extra equation. By isolating segment AD and taking moments about point D, another equilibrium relation is obtained. The vertical distance from support A to each concentrated load can then be found from the reaction forces. Using the condition that the sum of the vertical forces on the cable equals zero, the remaining cable geometry can be determined.

Once the vertical distances are known, the tension in each cable segment can be calculated. The tension changes from segment to segment because the cable slope changes. The tension is largest in the segment with the greatest inclination angle.

Finding Tension in a Loaded Cable

sign convention

Beam Forces: Tension, Shear, and Bending

Beam analysis depends on the internal forces and moments inside a structure. These include normal force, shear force, and bending moment. Engineers use the method of sections to cut the beam and find these values. A sign convention helps show whether each result is positive or negative. Normal force acts perpendicular to the beam’s cross-section. It can pull the material in tension or push it in compression. Tension is taken as positive, while compression is taken as negative. This makes it...

normal and shear force

Beam Loads and Internal Forces

Beam loads create internal forces inside a structure. Weight, pressure, and other external forces can all act on a beam. These internal forces affect the beam’s stability and strength. Engineers study these forces to find their size and direction. A common approach is the method of sections. In this method, an imaginary cut is made at a chosen point on the beam, and the forces at that section are analyzed. One internal force is the normal force, also called the axial force. It acts...

bending and torsional moments

Forces That Bend and Twist Materials

Bending and torsional moments describe how materials respond to force. These ideas are important in structural engineering because they help explain how beams, rulers, and screws change shape under load. A moment depends on both the size of the force and the distance from the point of interest to the force’s line of action. A bending moment forms when an external force makes a structural element bend. If the element bends upward, the top side is in compression and the bottom side is in tension.

internal loadings in structural members: problem solving

internal-loadings-in-structural-members-problem-solving

Beam Internal Force Analysis at Point A

Beam internal force analysis shows how normal force, shear force, and bending moment act inside a structural member. These internal loadings help engineers check whether a beam can support the external forces applied to it. The example uses a beam OC that weighs 5 kN and is inclined at 53.13° with the horizontal. The beam is supported at both ends. The goal is to find the internal loadings at point A. The first step is to find the reaction force at point C. This is done by taking the moment...

beams

Beam Types and Support Conditions

Beams are key parts of structural engineering and construction. They support loads that act at different points along their length. Engineers use beam shape and support conditions to understand how a beam will perform. Beams can be classified by geometry. Straight beams are the most common and have a constant cross-section along their length. Tapered beams change in cross-section from one end to the other, while curved beams have a curved shape. Beam cross-section also matters. Common shapes...

shear diagram

Beam Shear Force Diagram

Beam shear force diagrams show how shear changes along the length of a supported beam. In beam mechanics, they help students track the internal shear force caused by perpendicular loads. The beam AB in this example is supported at both ends, so the first step is to draw a free-body diagram that shows the external forces and internal reactions. The reaction forces at supports A and B are found with equilibrium equations for force and moment. For the beam shown, the vertical reaction at A is 24...

bending moment diagram

Beam Load Analysis with Moment Diagrams

Beam load analysis uses a bending moment diagram to show how bending changes along the length of a beam. This diagram helps engineers and designers check whether a structure can handle applied forces. It is also useful for parts such as shelving arms, which must resist forces and moments from a load. To build the diagram, start by finding the reactive forces and any couple moments on the beam. In some cases, especially when a beam is inclined, these forces must be resolved into components that...

relation between the distributed load and shear

relation-between-the-distributed-load-and-shear

Shear Change Under Distributed Loading

Shear force changes along a beam under a distributed load. In structural analysis, this relationship helps explain how beams respond to loading conditions that also include concentrated loads and a couple moment. To study the link, consider a small beam section that has no concentrated load or couple moment on it. Draw a free-body diagram for that elemental section. It includes the distributed load along the beam, the shear force V(x) on the right-hand side of the cut, and a small added shear...

relation between the shear and bending moment

relation-between-the-shear-and-bending-moment

Shear and Moment Diagrams in Beam Loads

Shear and moment diagrams help show how a beam responds to loads. A beam can carry a distributed load, concentrated loads, and a couple moment. These loads create internal shear forces and bending moments. The beam is examined by isolating a small elemental section and drawing a free-body diagram. For that section to stay in equilibrium, the moment on the right side must be slightly larger than the moment on the left side. The distributed load also has a resultant force that acts at a...

shear and bending moment diagram: problem solving

shear-and-bending-moment-diagram-problem-solving

Beam Load Analysis with Shear Diagrams

Beam load analysis uses shear and bending moment diagrams to track the internal forces in a beam. These diagrams are important when a beam carries concentrated loads and a distributed load. They help show how the beam responds so structures can be designed safely and efficiently. The first step is to draw a free-body diagram of the whole beam. A free-body diagram shows the concentrated loads, the distributed load, and the reaction forces at the supports. Use the equilibrium equations, where...

cable subjected to concentrated loads

Flexible cables can carry vertical point loads between two fixed supports. The cable is treated as flexible, inextensible, and nearly weightless. Under these conditions, it changes shape to form straight-line segments, and each segment carries a constant tensile force. To analyze the cable, a free-body diagram is drawn for the whole cable. This helps identify the reaction forces at the supports. In many cases, the number of unknown reaction components is greater than the available equilibrium...

cable subjected to a distributed load

Finding Cable Shape Under Distributed Load

Cable shape under a distributed load is found by analyzing the forces along a small piece of the cable. This method is important in suspension bridge design because the main cables must carry changing loads safely. The load causes the tensile force in the cable to change, and it also creates cable deformation. The analysis starts with a free-body diagram of a short cable segment. The diagram shows the distributed load and the change in tensile force across that segment. Equilibrium equations...

cable subjected to its own weight

Cable Sag Under Its Own Weight

Overhead power transmission cables sag under their own weight, and that shape affects how they carry electricity across long distances. To study this behavior, the cable is analyzed with a generalized loading function. This function treats the load along the cable's arc length instead of its projected length, which gives a more accurate picture of the cable's response. The analysis then focuses on a small cable segment. A free-body diagram is drawn to show the forces acting on that segment.

cable: problem solving

Cable Tension Under Uniform Loading

Cable tension under uniform loading is found by analyzing a cable fixed between two supports. The problem starts with the support conditions and the load on the cable. From there, the cable’s shape must be described with an equation that matches the curve formed by the load. The next step is to integrate the shape equation to get the cable’s shape function. This makes it possible to solve for constants in the equation. The boundary condition at the origin gives one constant. The slope, which...

key terms and concepts

Learn how to analyze a flexible cable with vertical concentrated loads, use equilibrium and moments to find support reactions, cable shape, and segment tension.

Finding Tension in a Loaded Cable | JoVE K12

JoVE Core Makine Mühendisliği, denge, kuvvetler, kafes kiriş analizi ve yapısal mekanik gibi temel konuları kapsayan kısa, anlaşılması kolay animasyonlu videolar sunar. Gerçek dünyadaki uygulamalarını keşfedin ve bilim insanlarının önderlik ettiği deneylerle bu kavramların uygulanmasına tanık olun.

mechanical engineering

Finding Tension in a Loaded Cable

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