![EBK ENGINEERING FUNDAMENTALS: AN INTROD](https://www.bartleby.com/isbn_cover_images/8220100543401/8220100543401_largeCoverImage.jpg)
Find the interest rates charged by the banks.
![Check Mark](/static/check-mark.png)
Answer to Problem 22P
The interest rate of the first bank and second bank is
Explanation of Solution
Given data:
Total amount borrowed
In First bank, uniform series payment at the end of each year
In Second bank, uniform series payment at the end of each month
Formula used:
Consider the following expression obtained from the payment details of first bank,
Here,
The equation (1) is rewritten with respect to the given values is,
Consider the following expression obtained from the payment details of second bank,
Here,
The equation (3) is rewritten with respect to the given values is,
Formula to calculate the present cost for the given uniform series payment is,
Formula to calculate the present cost for the given uniform series payment when the interest compounds
Calculation:
Case 1: Interest rate of first bank
Substitute the equation (5) in equation (2) and substitute
By using trial and error method, calculate the value of
(i) Interest rate of
Substitute
Reduce the equation as,
From the equation (8), it is clear that
(ii) Interest rate of
Substitute
Reduce the equation as,
From the equation (9), it is clear that
Case 2: Interest rate of second bank:
Substitute the equation (6) in equation (4), and substitute
Rewrite the equation as follows,
By using trial and error method, calculate the value of
(i) Interest rate of
Substitute
Reduce the equation as,
From the equation (11), it is clear that
(ii) Interest rate of
Substitute
Reduce the equation as,
From the equation (12), it is clear that
Therefore, from the analysis the interest rate of the first bank and second bank is
The second bank is highly preferable because it provides less interest rate than the first bank.
Conclusion:
Thus, the interest rate of the first bank and second bank is
Want to see more full solutions like this?
Chapter 20 Solutions
EBK ENGINEERING FUNDAMENTALS: AN INTROD
- H.W: Evaluate the integral 1. 30 √ · √(x²y – 2xy)dydx 0-2 3 1 3. (2x-4y)dydx 1-1 2π π 5. (sinx + cosy)dxdy π 0 0 1 ƒ ƒ (x + 2. +y+1)dxdy 4. -1-1 41 ][ 20 x²ydxdyarrow_forwardExample 5 By using the yield line theory, determine the moment (m) for an isotropic reinforced concrete two-way slab (supports on two S.S sides shown in figure under the load (P) (all dimensions are in mm). Solve by using equilibrium method Please solve by using equilibrium method m m 3000 2000 2000arrow_forward2. During construction, gate AB is temporarily held in place by the horizontal strut CD. Determine the force in the strut CD, if the gate is 3.0-m wide. A 0 B D Density of water = 103 kg/m³ 2 m 3 marrow_forward
- 5. A gate is used to hold water as shown. The gate is rectangular and is 8-ft wide. Neglect the weight of the gate. Determine at what depth the gate is just about to open. 5000 Ib 15 ft Hinge 60°arrow_forwardH.W2. Design Twin Opening of an Inverted Siphon (8 + 27 +6) m required to pass Canal Discharge of 3m³/ sec under road with 0.18m Head Loss. The Velocity in the Canal is 0.78m/sec and the depth of water in the canal is 1.4m, Safety Screen is provided from entry and exit. The Inverted Siphon 22.5 ° ELBOWS of each end. IF n = 0.013, Ke= 0.2, Ko = 0.3, Kscreen Kelbows 0.05. = 0.2 andarrow_forwardH.W.1: A concrete pipe culvert is to be constructed under road to carry a maximum discharge 9 m3/sec. If the length of pipe culvert 10 m on slope 1/100, Ke= 0.5, Ko = 1, n = 0.018, HL = 0.18. Find the diameter of the pipe. birea vaznds or bout one anorgia batio/larrow_forward
- Find the magnitude and depth of the point of application of the force on circular gate shown in figure if h=5 ft and D=4 ft dia. (Answer: 5280 lbf, ycp = 7.9 ft i.e. vertical depth of cp is 6.84 ft)arrow_forward*3-4. A tension test was performed on a steel specimen having an original diameter of 0.503 in. and a gauge length of 2.00 in. The data is listed in the table. Plot the stress-strain diagram and determine approximately the modulus of elasticity, the ultimate stress, and the rupture stress. Use a scale of 1 in. = 15 ksi and 1 in. = 0.05 in./in. Redraw the linear-elastic region, using the same stress scale but a strain scale of 1 in. = 0.001 in. Load (kip) Elongation (in.) 0 0 2.50 0.0009 6.50 0.0025 8.50 0.0040 9.20 0.0065 9.80 0.0098 12.0 0.0400 14.0 0.1200 14.5 0.2500 14.0 0.3500 13.2 0.4700arrow_forwardPROBLEM 4 Draw a free body diagram of the loading and forces. Solve for the reaction A at the wall support. Check your answer using the summation of forces. 15 K/ft 15 ft 25 K/ftarrow_forward
- Intensity (in/hr) 9 Figure 502B Zone IIA 8 7 6 5 4 3 2 1 2 yr 5 yr 10 yr 50 yr -*-100 yr 0 0 10 20 30 40 50 60 Duration (min) Problem 4. (25 Points) For a 50-year, 24-hour storm in Los Angeles calculate and plot the design storm hyetograph and cumulative mass curve.arrow_forwardAn urban watershed in Jefferson County is shown in Figure 1 below, along with the travel paths from the most remote points in each subarea. The details of the subareas are given in Table 1 below. Determine the 50 year peak flow for the drainage outlet G. Use the IDF chart for Jefferson County that is shown below. Use the NRCS Method (TR55) to determine time of concentration and estimate runoff coefficients using Table 15.2.3 (provided in Lesson Notes). Figure 1 Table 1 No Area (acres) Туре Path Length Slope (ft) (%) 1 24 Grass, Fair Condition AE 1600 4 2 15 Rangeland - Natural BF 1490 3 B Garrow_forwardA A Provide the requested values. Show your work, don't forget physical units. A A 3'-0" 5'-0" 500 plf 5000 lbs 10'-0" Max moment: Reactions at A and B: B Moment in the middle span: 5 K Shear at 2'-0": 4 10'-0" 5'-0" Max Moment: B Where is Max Moment occuring? Max Deflection (in inches): Ix= 250 in E= 29.000 ksi Where is Max Deflection occuring? Note: be careful with physical units; check that your answer makes sense 5'-0" 10'-0" 1 kip 500 plf B Max Moment: Note: Make use of the superposition principlearrow_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningFundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,
- Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage LearningSolid Waste EngineeringCivil EngineeringISBN:9781305635203Author:Worrell, William A.Publisher:Cengage Learning,
![Text book image](https://www.bartleby.com/isbn_cover_images/9781305084766/9781305084766_smallCoverImage.gif)
![Text book image](https://www.bartleby.com/isbn_cover_images/9781337399395/9781337399395_smallCoverImage.gif)
![Text book image](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Text book image](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
![Text book image](https://www.bartleby.com/isbn_cover_images/9781305635203/9781305635203_smallCoverImage.gif)