Find the equivalent present worth, annual worth, and future worth of the cash flow diagram.
Answer to Problem 18P
The equivalent present worth, annual worth, and future worth of the cash flow diagram is
Explanation of Solution
Given data:
The normal interest rate
Formula used:
Formula to calculate the present worth for the given cash flow diagram is,
Here,
Refer the Problem 20.18 Figure in the textbook, the equation (1) is rewritten with respect to the given number of years is,
Formula to calculate the present cost for the given uniform series payment is,
Formula to calculate the present cost for the given future value is,
Formula to calculate the annual worth for the given cash flow diagram is,
Here,
Refer the Problem 20.18 figure, the equation (5) is rewritten with respect to the given number of years is,
Formula to calculate the uniform series payment for the given present cost is,
Formula to calculate the future worth for the given cash flow diagram is,
Refer the Problem 20.18 figure, the equation (8) is rewritten with respect to the given number of years is,
Formula to calculate the future cost for the given present cost is,
Calculation:
Case (i): Equivalent present worth.
Substitute
Substitute
Substitute
Substitute
Substitute
Substitute
Case (ii): Equivalent annual worth.
Substitute
Substitute
Case (iii): Equivalent future worth.
Substitute
Substitute
Therefore, the equivalent present worth, annual worth, and future worth of the cash flow diagram is
Conclusion:
Thus, the equivalent present worth, annual worth, and future worth of the cash flow diagram is
Want to see more full solutions like this?
Chapter 20 Solutions
EP WEBASSIGN FOR MOAVENI'S ENGINEERING
- P.3.3 Oil of sp.gr. 0.9 flows through a vertical pipe (upwards). Two points A and B one above the other 40 cm apart in a pipe are connected by a U-tube carrying mercury. If the difference of pressure between A and B is 0.2 kg/cm², 1- Find the reading of the manometer. 2- If the oil flows through a horizontal pipe, find the reading in manometer for the same difference in pressure between A and B. Ans. 1- R= 0.12913 m, 2- R = 0.1575 m,arrow_forwardPlease solve the question by hand with a detailed explanation of the steps.arrow_forwardPlease solve the question by hand with a detailed explanation of the steps.arrow_forward
- P.3.4 A mercury U-tube manometer is used to measure the pressure drop across an orifice in pipe. If the liquid that flowing through the orifice is brine of sp.gr. 1.26 and upstream pressure is 2 psig and the downstream pressure is (10 in Hg) vacuum, find the reading of manometer. Ans. R=394 mm Hgarrow_forwardProject management questionarrow_forwardQ5/B with Explantion plsarrow_forward
- project management question Q5/Barrow_forwardProblem 1: Given: In a given floor system, a 5-in concrete slab supported by T-beams of 24-ft spans, supporting 354 psf live load. The T-beams are spaced 2x4 ft on center, and bw (width of the beam web) = 15 inches. Total T-beam height is 25 inches. f'c = 4,000psi, fy = 60,000psi. Design the T-beam. Show all steps. Sketch your Design. Problem 2: Given: A 25"x25" column is subject to a factored axial load of Pu=1,200 kips, and factored design moment of Mu-354 kips-ft. f'c 4,000psi, fy = 60,000psi. Determine the required steel ratio (p) and ties. Sketch the design. 2.0 0.08 INTERACTION DIAGRAM R4-60.9 fc-4 ksi 1.8 1,- 60 ksi 0.07 Y=0.9 16 1.6 0.06 Kmax 0.05 1.4 f/f, = 0 0.04 00 K₁ = P₁/f'c Ag 1.2 12 0.03 0.25 1.0 10 0.02 0.01 0.8 0.6 0.4 €,= 0.0035 0.2 €,= 0.0050 0.0 h yh 0.50 0.75 1.0. 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 R₁ = P₁e/f'Agharrow_forwardGiven: In a given floor system, a 5-in concrete slab supported by T-beams of 24-ft spans, supporting 354 psf live load. The T-beams are spaced 2x4 ft on center, and bw (width of the beam web) = 15 inches. Total T-beam height is 25 inches. f'c = 4,000psi, fy = 60,000psi. Design the T-beam. Show all steps. Sketch your Design.arrow_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 Learning