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This program prints the sines, in one-tenth increments, of the values 1 through 1:
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Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.
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Hands-Free Quotas. An alternate method to assigning quotas is not to assign quotas. Known as hands-free quotas, no attempt is made to make individual quota allocation assignment. Instead, actual sales performance creates a percentile rank-order of the sales personnel. A formula provides payouts of the target incentive amount depending on percentile ranking. In this manner, there are no quotas. However, this approach has several noteworthy shortcomings. First, sales management compromises its leadership charter by not providing a meaningful performance goal for the organization and for individuals. Second, individual sales personnel have no idea how they are performing until after the ranking. They must wait for their individual percentile ranking. Lastly, it creates an internally competitive atmosphere where sales personnel knowingly compete against one another.
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Floor beam analysis: 1. Floor beam moments 2. Maximum SF Rating of main girder: 1. For one loaded: Multiple presence factor m 1.2 Distribution factor DF g1 LRFD 2. For both lanes loaded: DF g2 3. Nominal exural resistance of section LRFD C6.10.4 -1 4. Classify section LRFD Non-composite symmetric section, Dcp 0.5 Dw 5. Check web slenderness for compact section LRFD 3.76 (E/fyc) 2Dcp /tw 6. Check compression ange slenderness at midspan LRFD bf /2 tf 1.38 (E/fyc)1/2; where fyc (2Dc/tw)1/2 7. Check compression ange bracing LRFD Lb 1.76 rt (E/Fyc)1/2 8. Compute Iyc Compute Ac (compression ange area at midspan) rt (Iyc/Ac) Check exural resistance and non-compact section LRFD Load shedding factor, Rb LRFD Flexural resistance: Fn Rb Rh Fyf , Rh 1.0 Compute 2Dc / tw 5.76 when compression ange area tension ange area b Compute b (E/ fc)1/2 1/2 Rb 1 [ ar / (1200 300 ar)] [2Dc / tw b (E/fc) ] ar 2Dc tw / Ac Using general load rating Eq. (6-1) Section 6.4.2 Evaluation factors for strength limit states Resistance factor ( f) ( v) 1.0 for exure and shear Condition factor c 1.0 Section System factor s 0.90 for exure of riveted two-girder system Section s 1.0 for shear Section 6.4.3 s Strength I limit state Section Flexural stress at midspan (unfactored): fDC DW (MDC DW)/S fLL IM (MLL IM)/S Flexural resistance at midspan: Fn Inventory RF Operating RF Service II limit state
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Unfortunately, this attempt won t work. Because T is a generic type, the compiler has no way to know precisely how two objects should be compared for equality. Should a bitwise comparison be done Should only certain fields be compared Should reference equality be used The compiler has no way to answer these questions. To enable two objects of a generic type parameter to be compared, you must use the CompareTo( ) method defined by one of .NET s standard interfaces: IComparable. This interface is implemented by all of C# s built-in types, including int, string, and double. It is also easy to implement for classes that you create. The IComparable interface defines only the CompareTo( ) method shown here: int CompareTo(object obj) CompareTo( ) compares the invoking object to obj. It returns zero if the two objects are equal, a positive value if the invoking object is greater than obj, and a negative value if the invoking object is less than obj. To use CompareTo( ), you must specify a constraint that requires every type argument to implement the IComparable interface. Then, when you need to compare two instances of the type parameter, simply call CompareTo( ). For example, here is a corrected version of IsIn( ):
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Stateless autoconfiguration allows an interface to learn the subnet ID from a
Implementation (BIM)
Here, the for loop will only run from 0 to 5, because once i equals 5, the method returns.
Select the new, transparent layer to work with by clicking the area to the right of its thumbnail. That area turns blue to indicate that the layer is now active for editing. Here s where we ll paste our new background, an NOAA weather photo, shown in Figure 5-6. Open that photo, copy the part you want for the background, and switch back to paste it into the blank layer.
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