(a)
The numbers of atoms in Silicon FCC unit cell.
Answer to Problem 2.8P
The numbers of atoms in Silicon FCC unit cell is
Explanation of Solution
Given:
Silicon is atom at
Lattice parameter of silicon is
Density of the silicon atoms is
Calculation:
Draw the crystal structure of silicon atoms.
Figure (1)
FCC (Face-Centered structure) of Silicon has
Conclusion:
Therefore, the numbers of atoms in Silicon FCC unit cell is
(b)
The numbers of atoms per unit volume for the unit cell of Silicon.
Answer to Problem 2.8P
The numbers of atoms per unit volume for the unit cell of Silicon is
Explanation of Solution
Formula used:
Write the expression to find the number of atoms per unit volume.
Here,
Calculation:
Silicon has Face Centered Cubic (FCC) structure with
Substitute
Conclusion:
Therefore, the numbers of atoms per unit volume for the unit cell of Silicon is
(c)
The number of atoms per unit volume by using the density of silicon.
Answer to Problem 2.8P
The number of atoms per unit volume is
Explanation of Solution
Formula used:
Write the formula to find the atoms per unit volume.
Here,
Calculation:
The molecular weight of Silicon is
The density of Silicon is
Avogadro’s number is
Substitute
Conclusion:
Therefore, the number of atoms per unit volume is
Want to see more full solutions like this?
Chapter 2 Solutions
Materials Science and Engineering Properties, SI Edition
- S₂ S S,-40 S,-100 P S,=40 40 80 80 40arrow_forwardThe bolted connection shown is connected with M20 bolts in standard holes. The plate material is A36 steel. Find the allowable (ASD) tensile strength of each plate. 50 65 65 65 13 40 65 40 13arrow_forwardA 3.048 m long column (Fy = 483 MPa) carries an axial compression load of 5000 kN dead load. The column is braced at mid-height to strengthen the column in the weak direction. Use LRFD. Which of the following most nearly gives the nominal compressive strength? Show solution and drawingsarrow_forward
- When an open-ended square tube is placed vertically into a pool of water, the water rises 4 mm up inside of the tube. A) Determine the inner length of the square tube. A solid cylindrical rod is then placed vertically down the center of the open-ended square tube and the water rises an additional 4 mm up the tube. B) Determine the diameter of the solid rod that was inserted. 0.073 @ 20N m T C s = = o .arrow_forwardPlease use the following labels in the image such as Va, Vbr, Vbl and etc. Show step by step solution for each. Thanks!arrow_forwardThe single story building shown in Fig. 2 has an applied uniform load of 300 psf (0.3ksf) including the self weight of the beams and the girders. The roof has a 16 ft x 15 ft opening as shown. 1. Determine the axial loads on Columns C1 and C2 using reactions from the beams supported on the columns. 2. Determine the axial loads on Columns C1 and C2 using the concept of tributary areas.arrow_forward
- A built-up beam section is formed by welding 2xL8x6x1 angles to the bottom flange of W36x210 as shown in Fig. 1. Determine the following section properties of the built-up cross section: a. Cross sectional area, A (in2) b. The location of the centroids CG-X and CG-Y id of the built up section from the bottom of angle ( this value is given, so you need to check that you get this value) c. Moments of inertia ICG-X (in4) and ICG-Y (in4) d. Section modulus Sx (bot) (in3) and Sx (top) (in3) e. Radius of gyration rx (in) and ry (in) f. Weight of the built up section, w (lb/ft) (use density of steel = 490 pcf) g. Surface area of the built-up section, S(ft2/ft)arrow_forward11. Design the main beam of a building supporting concrete floor slab as shown in Fig. 10.61 and with the following data: (i) Beam centres: 6 m (ii) Span (simply supported): 7.4 m (iii) Concrete slab (spanning in two directions): 240-mm thick (iv) Finished screed: 40-mm thick (v) Imposed load: 4 kN/m² (vi) Take weight of concrete slab as 24 kN/m³ and total weight of 40-mm thick screed as 1.0 kN/m² Assume Fe 410 grade steel and take initial weight of beam as 1.0 kN/m. H H- Main beam 7.4 m 6.0 m H 40 mm screed I -H. Fig. 10.61 k 240 mm slab 6.0 m Typical bay of large floor areaarrow_forwardConsider the situation in Question 2. If all the cables are made of the same material and have a maximum tensile force of 500 lb, what is the heaviest load that can be supported by the system?arrow_forward
- A flexible circular area is subjected to a uniformly distributed load of 148 (see the figure below). The diameter of the load area is 2 . Estimate the average stress increase () below the center of the loaded area between depths of 3 and 6 . Use the equations: and (Enter your answer to three significant figures.) =arrow_forwardA square flexible foundation of width B applies a uniform pressure go to the underlying ground. (a) Determine the vertical stress increase at a depth of 0.625B below the center using Aσ beneath the corner of a uniform rectangular load given by Aσ = Variation of Influence Value I qoI. Use the table below. n 0.8 1.0 m 0.2 0.4 0.5 0.6 0.2 0.01790 0.03280 0.03866 0.04348 0.05042 0.05471 0.4 0.03280 0.06024 0.07111 0.08009 0.09314 0.10129 0.5 0.03866 0.07111 0.08403 0.09473 0.11035 0.12018 0.6 0.04348 0.08009 0.09473 0.10688 0.12474 0.13605 0.8 0.05042 0.09314 0.11035 0.12474 0.14607 0.15978 1.0 0.05471 0.10129 0.12018 0.13605 0.15978 0.17522 (Enter your answer to three significant figures.) Ασ/90 = (b) Determine the vertical stress increase at a depth of 0.625B below the center using the 2 : 1 method equation below. 90 x B x L Aσ = (B+ z) (L + z) (Enter your answer to three significant figures.) Ασ/90 = (c) Determine the vertical stress increase at a depth of 0.625B below the center using…arrow_forwardPoint loads of magnitude 100, 200, and 360 act at , , and , respectively (in the figure below). Determine the increase in vertical stress at a depth of 6 below point . Use Boussinesq's equation. (Enter your answer to three significant figures.) =arrow_forward
- Materials Science And Engineering PropertiesCivil EngineeringISBN:9781111988609Author:Charles GilmorePublisher:Cengage Learning