Concept explainers
Convert the given information in the accompanying table from SI units to U.S. Customary units.
Answer to Problem 1P
The conversion of given information in the accompanying table from SI units to U.S. Customary units are tabulated as follows:
Convert from SI Units | To U.S. Customary Units |
Explanation of Solution
Given data:
Refer to Problem 6.1 in textbook for the accompanying table.
Formula used:
Convert hr to s,
Convert meter to foot,
Convert foot to inches,
Convert mile to foot,
Convert km to m,
Convert W to
Convert Btu to
Convert
Convert
Convert N to
Calculation:
Case 1:
Convert the given value of SI units,
Substitute the unit
Reduce the equation as follows,
Substitute the unit
From equation (3) and equation (4), the conversion of given value of SI units to U.S. Customary units are
Case 2:
Convert the given value of SI units,
Reduce the equation as follows,
Equation (6) becomes,
Substitute the unit
From equation (7) and equation (8), the conversion of given value of SI units to U.S. Customary units are
Case 3:
Convert the given value of SI units,
Thus, the conversion of given value of SI units to U.S. Customary units is
Case 4:
Convert the given value of SI units,
Thus, the conversion of given value of SI units to U.S. Customary units is
Case 5:
Convert the given value of SI units,
Substitute the unit
Thus, the conversion of given value of SI units to U.S. Customary units is
Case 6:
Convert the given value of SI units,
Thus, the conversion of given value of SI units to U.S. Customary units is
Case 7:
Convert the given value of SI units,
Substitute the unit
Substitute the unit
Thus, the conversion of given value of SI units to U.S. Customary units is
Case 8:
Convert the given value of SI units,
Thus, the conversion of given value of SI units to U.S. Customary units is
Conclusion:
Hence, the conversion of given information in the accompanying table from SI units to U.S. Customary units has been explained.
Want to see more full solutions like this?
Chapter 6 Solutions
EBK ENGINEERING FUNDAMENTALS: AN INTROD
- 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
- 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 P=0.08 INTERACTION DIAGRAM R4-60.9 fc-4 ksi 1.8 1,- 60 ksi 0.07 7=0.9 1.6 16 0.06 Kmax 0.05 1.4 f/f, = 0 0.04 90 K₁ = P₁/f'Ag 1.2 0.03 0.25 0.02 1.0 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'Aharrow_forwardGiven: 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 () and ties. Sketch the design.arrow_forwardSee Figure (1) below. A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute An and Ae. P 2.00 3.00 4.00 3.00 2.00 ΕΙ T A B C F G D S = 2.50 3/4" bolts in 13/16" holes 14x12 PL Parrow_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningFundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,