By Thomas Brown

This ebook is thus far the most effective technical books, i have ever had.

The fabric is so good offered and arranged, that it truly is demanding to discover in the other books.

The writer has awarded the cloth with readability, conciseness and difficulties that logically stick with the material.

It is a great fabric for mechanical engineers getting ready in desktop layout element of PE exam.

I desire the writer has in brain to create books like this for ohter mechanical engineering comparable disciplines, like thermo and fluids.

I'd say it is a needs to ebook for each unmarried mechanical engineer.

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**Extra info for Mark's Calculations For Machine Design**

**Example text**

34). 00024 m3 ) = 25 MPa Step 3. Calculate the polar moment of inertia (J ) for the rectangular tube using Eq. 34). 003 m2 Step 4. Substitute the torque (T ), length (L), shear modulus of elasticity (G), and the polar moment of inertia (J ) just calculated into Eq. 32) to find the angle of twist (φ). φ = TL GJ Step 4. Substitute the torque (T ), length (L), shear modulus of elasticity (G), and the polar moment of inertia (J ) just calculated, in Eq. 32) to find the angle of twist φ. 23 shows a simply-supported beam with a concentrated force (F) located at its midpoint.

As there are four rivets that must carry the force (P), the shear force (V ) for each rivet is 4V = P → V = P 10,000 lb = 4 4 4V = P → V = = 2,500 lb = 11,250 N Step 3. Using Eq. 13) calculate the shear stress (τ ). τ = 45,000 N P = 4 4 Step 3. Using Eq. 13) calculate the shear stress (τ ). 15 Rectangular plate in shear. Strain. The shear force (V ) acting on the rectangular plate in Fig. 15 will, if one side of the plate is held fixed, cause the plate to deform into a parallelogram as shown. The change in the 90◦ angle, measured in radians, is called the shear strain (γ ).

Establish the distance (x) from the left end of the beam, where x= = Fb (10,000 lb) (2 ft) = L 8 ft = x= Fb (10,000 1b) (2 ft) x= (4 ft) L 8 ft 20,000 ft · lb (4 ft) 8 ft = (2,500 lb) (4 ft) = 10,000 ft · lb Example 3. Calculate and locate the maximum shear force (Vmax ) and the maximum bending moment (Mmax ) for the beam of Examples 1 and 2, where F = 10 kip = 10,000 lb L = 8 ft, a = 6 ft, b = 2 ft solution Step 1. Calculate the maximum shear force (Vmax ) from Eq. 6) as V = = (45,000 N) (1 m) Fb = L 3m 45,000 N · m = 15,000 N 3m Step 3.