Business Driven Information Systems
Business Driven Information Systems
6th Edition
ISBN: 9781260004717
Author: Paige Baltzan
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 4, Problem PIIIAYKBP
To determine

Mention about the view on the right to hold employees accountable for actions they perform on their weekend at their homes. The argument to support the work done by Weyco. Mention whether these practices are ethical and legal or not.

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101 the three shafts if the diameter ratio is 2 (D/d = 2)? Ans. na, tension = 1.21, na, bending = 1.19, na, torsion = 1.17. 6.32 A material with a yield strength of S₁ = 350 MPa is subjected to the stress state shown in Sketch c. What is the factor of safety based on the maximum shear stress and distortion energy theories? Ans. For MSST, n, = 11.67. 50 MPa 85 MPa 20 MPa 70 MPa Sketch c, for Problems 6.32 and 6.33
Determine the eigenvalues and eigenvectors of -3 1 -3\ A = 20 = 3 10 2 -2 4
The plan and 3D elevation of an earth retaining structure used for support excavation is  shown in Figs. 3 and 4 respectively. The retaining structure is made of wood planks  supported in  the horizontal direction on vertical steel piles (HP sections). The HP piles shape  of an H and are typically used for piles. The section properties of these sections (A, I, S,  etc…) are given in Part 1 of the AISC steel manual. The spacing of the supporting HP piles is  20ft. The height of the piles is 15 from top of the pile to top of the footing. The height of the  water table from the top of the footing is 9 ft as shown in the elevation in Fig. 4. The pile  height and soil properties and the earth pressure distribution behind the retaining structure are  shown in Fig. 5. Figs. 6 shows the equations for earth pressure. q is a live load surcharge that  accounts for traffic on top of the embankment; q is typically assumed to be 250 psf (per the  bridge code (AASHTO)).  Use Fy = 50 ksi 1. Determine…
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