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Introduction to Statics

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Presentation on theme: "Introduction to Statics"β€” Presentation transcript:

1 Introduction to Statics
B C D E F G H A P O N M L K J I StaticsΒ is the branch of mechanics concerned with the analysis of loads (forces, torque/moment) on physical systems in static equilibrium which is when a system is either at rest, or its center of mass moves at constant velocity.

2 DISCLAIMER & USAGE The content of this presentation is for informational purposes only and is intended for students attending Louisiana Tech University only. The authors of this information do not make any claims as to the validity or accuracy of the information or methods presented. Any procedures demonstrated here are potentially dangerous and could result in damage and injury. Louisiana Tech University, its officers, employees, agents and volunteers, are not liable or responsible for any injuries, illness, damage or losses which may result from your using the materials or ideas, or from your performing the experiments or procedures depicted in this presentation. The Living with the Lab logos should remain attached to each slide, and the work should be attributed to Louisiana Tech University. If you do not agree, then please do not view this content. boosting application-focused learning through student ownership of learning platforms

3 Units of Measure physical quantity dimension SI system U.S. Customary
Most units of measure can be broken down into the basic units of length (L), mass (M) and time (t). physical quantity dimension SI system U.S. Customary system length 𝐿 π‘š π‘œπ‘Ÿ π‘šπ‘š 1π‘š= 1,000π‘šπ‘š 𝑖𝑛 π‘œπ‘Ÿ 𝑓𝑑 12𝑖𝑛=1𝑓𝑑 area 𝐿 2 π‘š2 π‘œπ‘Ÿ π‘šπ‘š2 1 π‘š 2 = 1,000 π‘šπ‘š 2 =1,000,000 π‘šπ‘š 2 𝑖𝑛2 π‘œπ‘Ÿ 𝑓𝑑2 1 𝑓𝑑 2 = (12 𝑖𝑛) 2 =144 𝑖𝑛 2 volume 𝐿 3 π‘š3 π‘œπ‘Ÿ π‘šπ‘š3 1 π‘š 3 = (1,000π‘šπ‘š) 3 = π‘šπ‘š 3 𝑖𝑛3 π‘œπ‘Ÿ 𝑓𝑑3 1 𝑓𝑑 3 = (12 𝑖𝑛) 3 =1728 𝑖𝑛 3 1 𝑦𝑑 3 = (3𝑓𝑑) 3 =27 𝑓𝑑 3

4 Units of Measure physical quantity dimension SI system U.S. Customary
force 𝐹=π‘šβˆ™π‘Ž π‘€βˆ™πΏ 𝑑 2 𝑁= π‘˜π‘”βˆ™π‘š 𝑠 2 π‘˜π‘=1,000𝑁 𝑙𝑏 𝑙𝑏𝑓 1π‘˜π‘–π‘=1,000𝑙𝑏 pressure or stress = π‘“π‘œπ‘Ÿπ‘π‘’ π‘Žπ‘Ÿπ‘’π‘Ž π‘€βˆ™πΏ 𝑑 2 βˆ™ 1 𝐿 2 = 𝑀 πΏβˆ™ 𝑑 2 𝑁 π‘š 2 =π‘ƒπ‘Ž π‘˜π‘ƒπ‘Ž=1,000π‘ƒπ‘Ž Mπ‘ƒπ‘Ž=1,000,000π‘ƒπ‘Ž 𝑙𝑏 𝑖𝑛 2 =𝑝𝑠𝑖 energy =π‘“π‘œπ‘Ÿπ‘π‘’βˆ™π‘‘π‘–π‘ π‘‘π‘Žπ‘›π‘π‘’ π‘€βˆ™πΏ 𝑑 2 βˆ™πΏ = π‘€βˆ™ 𝐿 2 𝑑 2 π‘βˆ™π‘š=𝐽 (π½π‘œπ‘’π‘™π‘’) π‘“π‘‘βˆ™π‘™π‘ power = π‘’π‘›π‘’π‘Ÿπ‘”π‘¦ π‘‘π‘–π‘šπ‘’ π‘€βˆ™ 𝐿 2 𝑑 2 βˆ™ 1 𝑑 = π‘€βˆ™ 𝐿 2 𝑑 3 π‘βˆ™π‘š 𝑠 = 𝐽 𝑠 =π‘Š (π‘Šπ‘Žπ‘‘π‘‘) π‘“π‘‘βˆ™π‘™π‘ 𝑠 550 π‘“π‘‘βˆ™π‘™π‘ 𝑠 =β„Žπ‘ L = length M = mass t=time

5 Three Characteristics of Forces
q 𝐹 x y denotes a vector Magnitude (F) how hard you are pushing or pulling graphically represented by the length of the arrow Direction (q) usually defined by an angle measured relative to a coordinate system Point of Application

6 Breaking a Force into x and y Components
Recall trigonometric functions: q 𝐹 x y sin πœƒ = π‘œπ‘π‘π‘œπ‘ π‘–π‘‘π‘’ β„Žπ‘¦π‘π‘œπ‘‘π‘’π‘›π‘’π‘ π‘’ cos πœƒ = π‘Žπ‘‘π‘—π‘Žπ‘π‘’π‘›π‘‘ β„Žπ‘¦π‘π‘œπ‘‘π‘’π‘›π‘’π‘ π‘’ 𝐹 𝑦 𝐹 𝑦 Ξ± sin πœƒ = 𝐹 𝑦 𝐹 cos πœƒ = 𝐹 π‘₯ 𝐹 𝐹 π‘₯ 𝐹 𝑦 =πΉβˆ™ sin πœƒ 𝐹 π‘₯ =πΉβˆ™ cos πœƒ How will the expressions change for 𝐹 π‘₯ and 𝐹 𝑦 if you were given Ξ± instead of ΞΈ?

7 Resultants 𝑅 𝐹 2 (moved) 𝐹 2 𝐹 1
How can we find the net effect of two or more forces that act on a body? 𝑦 𝑅 𝐹 2 (moved) 𝐹 2 𝐹 1 Head to Tail πœƒ π‘₯ Point of Application Geometric Solution: Arrange applied forces head to tail Draw a vector starting at the tail of the first vector to the head of the last vector The new vector is the resultant

8 Resultants 𝑅 𝐹 2 𝐹 1 𝑅 π‘₯ =Ξ£ 𝐹 π‘₯ 𝑅 𝑦 =Ξ£ 𝐹 𝑦 Generally…
𝑅 π‘₯ =Ξ£ 𝐹 π‘₯ 𝑅 𝑦 =Ξ£ 𝐹 𝑦 Generally… How can we find the net effect of two or more forces that act on a body? 𝑦 Algebraic Solution: To obtain the components of the resultant force, sum the corresponding components of each force. 𝑅 𝑅 𝑦 𝐹 2𝑦 𝐹 2 𝑅 π‘₯ = 𝐹 1π‘₯ + 𝐹 2π‘₯ = 𝐹 1 cos πœƒ 𝐹 2 cos πœƒ 2 𝐹 2𝑦 𝐹 1 𝑅 𝑦 = 𝐹 1𝑦 + 𝐹 2𝑦 = 𝐹 1 sin πœƒ 𝐹 2 sin πœƒ 2 𝐹 1𝑦 πœƒ To find the resultant, R, of the Rx and Ry components, use Pythagorean Theorem πœƒ 2 πœƒ 1 π‘₯ 𝐹 2π‘₯ 𝑅 π‘₯ 𝐹 2π‘₯ 𝐹 1π‘₯ 𝑅= 𝑅 π‘₯ 𝑅 𝑦 2 To find the angle of the resultant, use the tangent function πœƒ= π‘‘π‘Žπ‘› βˆ’1 𝑅 𝑦 𝑅 π‘₯

9 Class Problem: Two ants are hitched to a beetle and pull with the forces shown:
Find the x and y components of the force exerted by ant 1. Find the x and y components of the force exerted by ant 2. Find the x component of the resultant force of the ants. Find the y component of the resultant force of the ants. Find the resultant force of the ants. What angle does the resultant force make with the x-axis? 𝑦 Ant 1 = 𝑁 Solution: a. = 𝑁 𝐹 1π‘₯ = 𝐹 1 cos 30Β° = π‘βˆ™cos⁑(30Β°) 30Β° π‘₯ = 𝑁 𝐹 1𝑦 = 𝐹 1 sin 30Β° = π‘βˆ™sin⁑(30Β°) 50Β° Beetle b. = 𝑁 𝐹 2π‘₯ = 𝐹 2 cos 50Β° = π‘βˆ™cos⁑(50Β°) =βˆ’ 𝑁 𝐹 2𝑦 = 𝐹 2 sin 50Β° = π‘βˆ™sin⁑(50Β°) Ant 2 = 𝑁 Negative since the force acts in the –y direction. You also know the result should be negative because sin⁑(50Β°) in QIV is negative. When accounting for the sign of a force, it is most intuitive to simply look at the force diagram and set forces to + or – based on their coordinate direction.

10 Solution: d. = 𝑁 𝐹 1 = 𝑁 𝑅 π‘₯ = 𝐹 1π‘₯ + 𝐹 2π‘₯ = 𝑁 𝑁 𝐹 1π‘₯ = 𝑁 𝑦 𝑅 𝑦 = 𝐹 1𝑦 + 𝐹 2𝑦 = π‘βˆ’ 𝑁 =βˆ’ 𝑁 𝐹 1𝑦 = 𝑁 Ant 1 = 1.5g 𝑅= 𝑅 π‘₯ 𝑅 𝑦 2 = ( 𝑁 ) 2 + (βˆ’ 𝑁 ) 2 e. = 𝑁 πœƒ= tan βˆ’1 𝑅 𝑦 𝑅 π‘₯ = tan βˆ’1 βˆ’ 𝑁 𝑁 f. =βˆ’16.83Β° 30Β° βˆ’16.83Β° π‘₯ 50Β° Beetle Ant 2 = 2g 𝐹 2 = 𝑁 𝐹 2π‘₯ = 𝑁 𝐹 2𝑦 =βˆ’ 𝑁

11 Class Problem: Three water skiers are pulled by a boat as shown
Class Problem: Three water skiers are pulled by a boat as shown. Determine The resultant force of the water skiers. The direction of the resultant measured counterclockwise from the positive x-axis. Draw the resultant force and label the computed angle on an x-y coordinate system. 𝐹 1π‘₯ =βˆ’140π‘™π‘βˆ™π‘ π‘–π‘›β‘(40Β°) =βˆ’89.99𝑙𝑏 𝐹 2π‘₯ =βˆ’100π‘™π‘βˆ™π‘π‘œπ‘ β‘(15Β°) =βˆ’96.59𝑙𝑏 𝐹 1𝑦 =140π‘™π‘βˆ™π‘π‘œπ‘ β‘(40Β°) =107.25𝑙𝑏 𝐹 2𝑦 =100π‘™π‘βˆ™π‘ π‘–π‘›β‘(15Β°) =25.88𝑙𝑏 𝐹 3π‘₯ =βˆ’200π‘™π‘βˆ™π‘π‘œπ‘ β‘(65Β°) =βˆ’84.52𝑙𝑏 𝐹 3𝑦 =βˆ’200π‘™π‘βˆ™π‘ π‘–π‘›β‘(65Β°) =βˆ’181.26𝑙𝑏 𝛽=190.07Β° =βˆ’89.99π‘™π‘βˆ’96.59π‘™π‘βˆ’84.52𝑙𝑏 =βˆ’271.1𝑙𝑏 𝑅 π‘₯ = 𝐹 1π‘₯ + 𝐹 2π‘₯ + 𝐹 3π‘₯ =107.25𝑙𝑏+25.88π‘™π‘βˆ’181.26𝑙𝑏 =βˆ’48.13𝑙𝑏 𝑅 𝑦 = 𝐹 1𝑦 + 𝐹 2𝑦 + 𝐹 3𝑦 𝑅= 𝑅 π‘₯ 𝑅 𝑦 2 = βˆ’271.1𝑙𝑏 βˆ’48.13𝑙𝑏 2 =275.34𝑙𝑏 𝛽= tan βˆ’1 βˆ’48.13𝑙𝑏 βˆ’271.1𝑙𝑏 =10.07Β° in QIII, so Β° measured CCW from positive x-axis


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