Materials Science and Engineering
Materials Science and Engineering
9th Edition
ISBN: 9781118324578
Author: Jr. William D. Callister
Publisher: WILEY
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Chapter 11.9, Problem 14QP
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The advantages and disadvantages of forming of metals by extrusion.

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For the design of a shallow foundation, given the following: Soil: ' = 20° c=57 kN/m² Unit weight, y=18 kN/m³ Modulus of elasticity, E, = 1400 kN/m² Poisson's ratio, μs = 0.35 Foundation: L=2m B=1m D₁ =1m Calculate the ultimate bearing capacity. Use the equation: 1 qu= c'Ne Fes Fed Fec +qNqFqs FqdFqc + - BNF √s F√d F 2 For d'=20°, N = 14.83, N = 6.4, and N., = 5.39. (Enter your answer to three significant figures.) qu kN/m²
1.0 m (Eccentricity in one direction only) = 0.15 m Qall = 0 1.5 m x 1.5 m Centerline An eccentrically loaded foundation is shown in the figure above. Use FS of 4 and determine the maximum allowable load that the foundation can carry if y = 16 kN/m³ and ' = 35°. Use Meyerhof's effective area method. For o' = 35°, N₁ = 33.30 and Ny = 48.03. (Enter your answer to three significant figures.) Qall kN
Figure 2 3) *** The circuit of Figure 3 is designed with W/L = 20/0.18, λ= 0, and ID = 0.25 mA. (Optional- 20 points) a) Compute the required gate bias voltage. b) With such a gate voltage, how much can W/L be increased while M1 remains in saturation? What is the maximum voltage gain that can be achieved as W/L increases? VDD = 1.8 V RD 2k - Vout Vin M₁ Figure 3
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