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1. A plate girder must be designed to resist a service load bending moment of 2400 ft.k consisting of 25% dead load and 75% live load. The total depth of the girder will be 73 inches, and continuous lateral support will be provided. Use Fy = 50 ksi and select a trial cross section. Assume that the moment includes an accurate estimate of the girder weight.
2. A W10 section is to be selected to support the loads PD = 85 kips and PL = 140 kips. The member, which is to be 20 ft long, is fixed at the bottom and fixed against rotation but free to translate at the top. Use A992 steel.
3. Select a standard threaded round rod to support a factored tensile load of 72 kips (service tensile load = 50 kips) using A36 steel.
Hubbard argues that the Fed can control the Fed funds rate, but the interest rate that is important for the economy is a longer-term real rate of interest. How much control does the Fed have over this longer real rate?
Coures:- Fundamental Accounting Principles: - Explain the goals and uses of special journals.
Accounting problems, Draw a detailed timeline incorporating the dividends, calculate the exact Payback Period b) the discounted Payback Period. the IRR, the NPV, the Profitability Index.
Term Structure of Interest Rates
Write a report on Internal Controls
Prepare the bank reconciliation for company.
Create a cost-benefit analysis to evaluate the project
Theory of Interest: NPV, IRR, Nominal and Real, Amortization, Sinking Fund, TWRR, DWRR
Distinguish between liquidity and profitability.
Your Corp, Inc. has a corporate tax rate of 35%. Please calculate their after tax cost of debt expressed as a percentage. Your Corp, Inc. has several outstanding bond issues all of which require semiannual interest payments.
Simple Interest, Compound interest, discount rate, force of interest, AV, PV
CAPM and Venture Capital
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