Concept explainers
(a)
Find the addition of matrix
(a)
Answer to Problem 17P
The addition of matrix
Explanation of Solution
Given data:
Calculation:
Add two matrixes
Reduce the equation (1) as follows,
Therefore, the addition of matrix
Conclusion:
Thus, the addition of matrix
(b)
Find the subtraction of matrix
(b)
Answer to Problem 17P
The subtraction of matrix
Explanation of Solution
Given data:
Calculation:
Subtract two matrixes
Reduce the equation (2) as follows,
Therefore, the subtraction of matrix
Conclusion:
Thus, the subtraction of matrix
(c)
Find the value of
(c)
Answer to Problem 17P
The value of
Explanation of Solution
Given data:
Calculation:
Three times of matrix
Reduce equation (3) as follows,
Therefore, the value of
Conclusion:
Thus, the value of
(d)
Find the multiplication of matrix
(d)
Answer to Problem 17P
The multiplication of matrix
Explanation of Solution
Given data:
Calculation:
Multiply the matrix
Reduce equation (4) as follows,
Therefore, the multiplication of matrix
Conclusion:
Therefore, the multiplication of matrix
(e)
Find the multiplication of matrix
(e)
Answer to Problem 17P
The multiplication of matrix
Explanation of Solution
Given data:
Calculation:
Multiply the matrix
Reduce equation (5) as follows,
Therefore, the multiplication of matrix
Conclusion:
Therefore, the multiplication of matrix
(f)
Find the square of matrix
(f)
Answer to Problem 17P
The square of matrix
Explanation of Solution
Given data:
Calculation:
Square of the matrix
Reduce equation (6) as follows,
Therefore, the square of matrix
Conclusion:
Therefore, the square of matrix
(g)
Prove the operation
(g)
Explanation of Solution
Given data:
Calculation:
Therefore,
Reduce equation (7) as follows,
Now,
Reduce equation (9) as follows,
Comparing equation (9) and (10),
Hence proved
Conclusion:
Thus, the operation
Want to see more full solutions like this?
Chapter 18 Solutions
MindTap Engineering, 2 terms (12 months) Printed Access Card for Moaveni's Engineering Fundamentals, SI Edition, 5th
- Q1/ Find the maximum allowable load for a square foundation (3 m x 3 m) placed vertically in cohesive soil? (Use Terzaghi equation) Note: Yt=Yeat=18 kN/m³ Depth of foundation = 1.5 m Depth of water table below the ground surface = 0.8 m Factor of safety 3 C=20 Yw = 10 kN/m³ = No vertical or inclined loadsarrow_forwardP.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_forward
- Please solve the question by hand with a detailed explanation of the steps.arrow_forwardP.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_forward
- project management questionarrow_forwardproject 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_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningFundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,