
Concept explainers
Find the percentage change in total amount of electricity generated in

Answer to Problem 42P
The percentage change in total amount of electricity generated in
Explanation of Solution
Given data:
Refer to common Table for problems 18.36 through 18.42 as “Electricity Generation by fuel, 1980-2030 (billion kilowatt hours)-Data from U.S. Department of energy” in textbook,
The projected value of coal in the year
The projected value of coal in the year
The projected value of coal in the year
The projected value of coal in the year
The projected value of petroleum in the year
The projected value of petroleum in the year
The projected value of petroleum in the year
The projected value of petroleum in the year
The projected value of natural gas in the year
The projected value of natural gas in the year
The projected value of natural gas in the year
The projected value of natural gas in the year
The projected value of nuclear fuel in the year
The projected value of nuclear fuel in the year
The projected value of nuclear fuel in the year
The projected value of nuclear fuel in the year
The projected value of renewable in the year
The projected value of renewable in the year
The projected value of renewable in the year
The projected value of renewable in the year
Formula used:
Formula for the linear interpolation is,
Formula to calculate the total amount of electricity in the year
Formula to calculate the total amount of electricity in the year
Formula to calculate the total amount of electricity in the year
Formula to calculate the total amount of electricity in the year
Formula to calculate the percentage change of coal in
Calculation:
Substitute
Substitute
Substitute
Substitute
To find the projected value total amount of electricity at the year
The diagrammatic representation for the given value is drawn below,
Substitute
Equation (7) can be reduced as follows,
Therefore, the total amount of electricity generated in
To find the projected value total amount of electricity at the year
The diagrammatic representation for the given value is drawn below,
Substitute
Equation (8) can be reduced as follows,
Therefore, the total amount of electricity generated in
Substitute
The percentage change in total amount of electricity generated in
Conclusion:
Thus, the percentage change in total amount of electricity generated in
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Chapter 18 Solutions
MindTap Engineering, 2 terms (12 months) Printed Access Card for Moaveni's Engineering Fundamentals, SI Edition, 5th
- 10. A short column is subjected to an eccentric loading. The axial load P = 1000 kips and the eccentricity e = 12 in. The material strengths are fy = 60 ksi and f = 6000 psi. The Young's modulus of steel is 29000 ksi. (a) Fill in the blanks in the interaction diagram shown below. (2pts each, 10pt total) Po Pn (1) failure range H 3" 30" Ast 6 No. 10 bars = P 22" I e H 3" (4) e = e small Load path for given e Radial lines show constant (2) eb (3) e large failure range Mn (5) e= Mo (b) Compute the balanced failure point, i.e., P and Mb.arrow_forwardNo chatgpt plsarrow_forward11. The prestressed T beam shown below is pretensioned using low relaxation stress-relieved Grade 270 strands. The steel area Aps = 2.5 in². The tensile strength is fpu = 270 ksi, and the concrete compressive strength is fr = 6000 psi. (a) Calculate the nominal moment strength Mn with hr = 6 in. 22" 15" T hf (b) Since this beam is a T-beam, the nominal moment strength M₁ increases with a thicker hf. However, M, stops increasing if he reaches a value. Determine the minimum thickness hy that can achieve the maximum nominal moment strength Mr. Also, calculate the corresponding maximum nominal moment strength Mn with the computed hf.arrow_forward
- 10. A short column is subjected to an eccentric loading. The axial load P = 1000 kips and the eccentricity e = 12 in. The material strengths are fy = 60 ksi and f = 6000 psi. The Young's modulus of steel is 29000 ksi. (a) Fill in the blanks in the interaction diagram shown below. 30" Ast 6 No. 10 bars = Pn (1) Po (4) e = e small Load path for given e failure range Radial lines show constant (2) eb (3) e large failure range Mn (5) e= Mo (b) Compute the balanced failure point, i.e., P and Mb. H 3" P 22" I e H 3"arrow_forward10. A short column is subjected to an eccentric loading. The axial load P = 1000 kips and the eccentricity e = 12 in. The material strengths are fy = 60 ksi and f = 6000 psi. The Young's modulus of steel is 29000 ksi. (a) Fill in the blanks in the interaction diagram shown below. 30" Ast 6 No. 10 bars = Pn (1) Po (4) e = e small Load path for given e failure range Radial lines show constant (2) eb (3) e large failure range Mn (5) e= Mo (b) Compute the balanced failure point, i.e., P and Mb. H 3" P 22" I e H 3"arrow_forward7. Match the given strand profiles with the corresponding loading conditions for a prestressed concrete (PSC) beam. Strand profile (b) (d) (c) (a) Ꮎ Load on a beamarrow_forward
- 4. For serviceability considerations, the effective moment of inertia (Ie) is calculated using the following formula: le 1 - 1cr ((2/3) Mcr) Ma 2 - وا ≥ Note that the upper bound was previously set as Iut in the earlier ACI equation. (a) Arrange the following moment of inertia values in ascending order (from smallest to largest): le, Ier, Ig and lut (b) Mer is the cracking moment. Choose the cross-section that should be used to compute Mcr. NA. h 5. Identify and circle the figure that represents the scenario in which the torsional effect is permitted to be reduced according to the ACI code provisions. (3 pts) mt mi B (b)arrow_forwardI will rate, thanksarrow_forward. 9. A reinforced concrete beam is subjected to V/ = 40 kips and Tu/ = 12 ft kips at the critical section. Given conditions: ⚫ Longitudinal reinforcements use No. 8 grade 60 steel with an effective depth d = 20 in. For shear capacity, V = 18 kips and V₂ = 22 kips • For transverse reinforcements, use No. 3 bars with grade 60. • The effective torsional area of A. = 150 in². • Crack angle = 45° ⚫ The minimum stirrup spacing is Smin = 4" and the maximum stirrup spacing is Smax = Find the required stirrup spacing at the critical section. 8".arrow_forward
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- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning

