90 mm, 90 mm 170 mm 50 mm 37.5 mm Figure Q1 (a)

Q: 9/16 inch is approximately equivalent to . mm. 19 17 14 12

A: The dial indicator is a traditional mechanical kind with a dial display that resembles a clock face…

Q: Q1. A) Draw the shapes of the unit cell if the miller index is: (2,3,1), (1,2,1), (2,2,3)

A: Given DataUnit cell2,3,11,2,12,2,3 ***As per our company policy we are supposed to do only 1…

Q: Angle The above figure shows a component show a isometric view of a casted part which is made up of…

A: the isometric view

Q: 80 mm 50 mm 2 1 7 15 mm 15 mm 3.

A: The Center of mass is a point where the sum of the moment of the weight of each particle is zero. It…

Q: 4000 N 3000 N B C 300 mm 100 mm 100 mm 十+

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Q: Phi - 40 degrees Theta - 35 degrees F1 = 425 Newtons

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Q: Phi = 40 degrees Theta = 35 degrees F1 = 425 Newtons Alpha = 60 degrees Beta = 45 degrees F2 = 625…

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Q: 1. 100 mm 225 mm 75 mm 125 mm 50 mm

A: According to the details provided in the question, we need to calculate centroid.

Q: 50 mm 30 mm 20 mm 40 mm * -60 mm- 40 mm x

A: GIVEN DATA- A COMPOSITE AREA GIVEN  WE HAVE TO FIND CENTROID OF AREA

Q: Phi = 40 degrees Theta - 35 degrees F1 = 425 Newtons Alpha = 60 degrees Beta = 45 degrees F2 = 625…

A: The given problem can be solved in two parts 1. The angle made by force F2 with the positive z axis…

Q: The triangular lamina with base = 80 mm, height = 60 mm.  The Iyy value is _____________ mm4 Select…

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Q: 30 mm 150 mm 30 mm 150 mm

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Q: V = 100 fps, u = 40 fps, alpha= 30°. Determine beta.

A:

Q: Calculate to the correct number of significant figures. 1.54 x 0.03060 x 0.69

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A: The given system of force is – The component of 10 N forces is –

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A: (100^9)^11 x[10^-7x(0.1)^4]^10   Note: cab= ca×b 1ca= c-a ca×cb= ca+b ca×b= cab

Q: 200 N 250 N 630 mm 630 mm 630 mm

A: Total Distance = 630 +630+630 =1890 mmF1 = 200 NF2 = 250 NF3 = 355 N To-Determine:- Distance,d

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A:

Q: Ix, Iy, Ixy 10 cm Y 5 cm 10 cm 5 cm X

A:

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A:

Q: Take a = 330 mm. y a - 70 mm 120 mm a

A:

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A:

Q: 52 mm, 28 mm- Figure Q1 (a) 2600 mm 620 mm

A:

Q: in 5 minutes please Diameter=38 L

A:

Q: 6 mm 55 mm 10 mm

A: Impact loads are those loads that are acting for a short span of time. Toughness is defined as the…

Q: a) 10mm IG mm IG mm 1050mm IG mm 16mm 250 mm 300 mm

A:

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A: Given data:- Area =1950 mm^2 Maximum deflection of point C = 0.6mm

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Q: F=20 lb a Q6 25 mm 70 mm 100 mm- 70 25 mm mm

A:

Q: Explain Hooke's law, tangent and secant module.

A: (a) Hooke's Law: It states that, for a specimen under a load, up to proportionality limit, stress is…

Q: 50 mm 150 mm 50 mm 85 mm Section X-X 20 kN

A: Let us shift the load to section X-X. The moment M and force P will create the same effect.

Q: 120 mm 240 mm 120 mm

A: .

Q: mm 40 mm 1.5m

A:

Q: Figure 1 of 1 30 40 F2

A: Given, F1 = 210 N F2 = 510 N Angle between two forces = θ = 40°

Q: (a) Figure Q1

A:

Q: ᴀ ɢᴇɴᴇʀᴀᴛɪɴɢ ꜱᴛᴀᴛɪᴏɴ ꜱᴜᴘᴘʟɪᴇꜱ ᴛʜᴇ ꜰᴏʟʟᴏᴡɪɴɢ ʟᴏᴀᴅꜱ: 15000 ᴋᴡ, 12000 ᴋᴡ, 8500 ᴋᴡ, 6000 ᴋᴡ, ᴀɴᴅ 450 ᴋᴡ.…

A: Given data: Loads supplied : 15000 kW, 12000 kW, 8500 kW, 6000 kW and 450 kW   Maximum demand =…

Q: 200 mm B 300 mm 400 mm 100 D G 600 mm

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Q: 20 cm 30 cm Figure Q3 (a)

A:

Q: C 110 mm F В 150 mm E 300 mm A D 200 mm 150 mm

A: There is a circumferential contact force between gears B and EF=TABrB=TEFrETEF=TABrErBTAB=170…

Q: 1. a) If a drawing is 50 mm and the actual size of the object is 20 um, what is the drawing…

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Q: Define the following Symbols: A, Ag, Ix, L, T, rT, ksi, MPa

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A:

Q: (a) Shear the following triangle. Explain what measurements change and what stays the same,…

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Q: 2n X1 = 3.75 sin (100rt + mm 9. 2n X2 = 4.42 sin (100nt 5 mm

A: Find the attachment for the solution.

Moment of Inertia

Inertia can be termed as a resistance offered by a body to change its state. A rigid body initially at rest will apply resistance when acted by an external force that tends to change its state of rest or velocity, or a body initially at motion will provide resistance in changing its state of velocity or motion for coming to a state of rest. In other words, Newton's first law of motion describes the law of inertia of a rigid body.