Hello the question is : Thoroughly reviewed and understood the types of project manager power listed and defined in the textbook and selected and defined any two (2) you feel would be relevant to your current project and explained why. I chose legitimate and connection. My project assignment is to to move to a more centralized model of delivering the Human Resource services. The reason for this is In their case, over the past several years the cost has risen to run the additional HR generalist business units. Organizational standards are not being met. Business units are becoming frustrated because of having to take a hit on their budgets.

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Hello! can you help me understand the steps and process when answering this question

thank you!

The energy needed for the following process is 1.96 x 104 kJ/mol:

Li (g) —-> Li+3 (g) + 3 e-

If the first ionization of lithium is 520 kJ/mol, calculate the second ionization of lithium, that is the energy required for the process:

Li+ (g) —-> Li+2 (g) + e-

(Hint: ???? = − 2.18 ∗ 10+,- ???? 01, where Z is the atomic number of the element of interest.) 

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hello, the document that needs to be answered is attached below. 

course: Change management 

please no plagiarism 

thank you 

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Hello Tutor,

I used the Chi Square Formula, and my answer to the problem i was solving is 0.75. My question is where do I look on the Degrees of freedom table to see if I can accept my null hypothesis. and how do I determine how many outcomes I have? The problem I was solving was related to allele frequency and the hardy-Weinberg equation. I had three alleles BB, Bb, and bb. So is my outcome 2 (3-1)?

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You are designing the following floor system of a building:Thickness ofslab (h) = 5″26″20′-0′, typicalYou are using the following geometric and material properties for your design:Reference all sections of ACI that you are usingConcrete compressive strength (fc) = 4000 psiYield stress of stirrups and reinforcing bars (fy, fyr) = 60 ksiDiameter of concrete aggregate (dagg) = 3/4″Interior exposureClear span of beam (I,) = 25ftDensity of concrete = 150 pofThe following loads are imposed on your floor system:Dead Load (D), Not including the self weight of the beam = 1 klfLive Load (L) = 2 klfCalculate and determine the following based on the geometric, material, and load properties provided:a) Calculate the flange width for the T-beamb) Calculate the ultimate load on the beam considering self weight of the beam using the dimensionsyou calculated in (a)c) Design the beam for shear using #4 stirrups and assuming one row of #8 longitudinal bars.Indicate the size and spacing of the shear reinforcement required along the length of the beam. Donot design for more than two different spacings along the length (no stirrups does not count as aspacing). Please feel free to use the simplified method of design per ACI.d) Does your stirrup spacing make sense? Pull from class examples.e)Where along the length of the beam can stirrups be eliminated? Provide your answer in terms ofdistance from the support and the beginning and end of the region. If stirrups can never beeliminated, please explain in technical terms with ACI section documentation why they cannot.f) Plot the shear capacity of the beam and shear demand of the beam along the length. Providevalues for locations where the design is critical, and provide a legend for the different lines thatyou are drawing. This should look similar to what we do in class.g) Knowing that the longitudinal tension steel bars are #8 bars, the loading on the beam, and thelength of the beam, can the longitudinal bars be developed?h) Draw a section and elevation of the beam showing size, spacing, and location of reinforcement

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