(Ebook) Engineering Mechanics: Statics and Dynamics – 6th Edition (Bedford, 2024) – PDF

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, Unit Conversion Factors
Time Acceleration
1 min = 60 s 1 m s 2 = 3.281 ft s 2 = 39.37 in s 2
1 h = 60 min = 3600 s 1 in s 2 = 0.08333 ft s 2 = 0.02540 m s 2
1 day = 24 h = 86,400 s 1 ft s 2 = 0.3048 m s 2
1 g = 9.81 m s 2 = 32.2 ft s 2
Length
Mass
1 m = 3.281 ft = 39.37 in
1 km = 0.6214 mi 1 kg = 0.0685 slug
1 in = 0.08333 ft = 0.02540 m 1 slug = 14.59 kg
1 ft = 12 in = 0.3048 m 1 t (metric tonne) = 10 3 kg = 68.5 slug
1 mi = 5280 ft = 1.609 km
1 nautical mile = 1852 m = 6080 ft Force
Angle 1 N = 0.2248 lb
1 lb = 16 oz = 4.448 N
1 rad = 180 π deg = 57.30 deg 1 kip = 1000 lb = 4448 N
1 deg = π 180 rad = 0.01745 rad 1 ton = 2000 lb = 8896 N
1 revolution = 2π rad = 360 deg
1 rev min (rpm) = 0.1047 rad s Work and Energy
Area 1 J = 1 N-m = 0.7376 ft-lb
1 ft-lb = 1.356 J
1 mm 2 = 1.550 × 10 −3 in 2 = 1.076 × 10 −5 ft 2
1 m 2 = 10.76 ft 2 Power
1 in 2 = 645.2 mm 2
1 ft 2 = 144 in 2 = 0.0929 m 2 1 W = 1 N-m s = 0.7376 ft-lb s = 1.340 × 10 −3 hp
1 ft-lb s = 1.356 W
Volume 1 hp = 550 ft-lb s = 746 W

1 mm 3 = 6.102 × 10 −5 in 3 = 3.531 × 10 −8 ft 3 Pressure
1 m 3 = 6.102 × 10 4 in 3 = 35.31 ft 3
1 in 3 = 1.639 × 10 4 mm 3 = 1.639 × 10 −5 m 3 1 Pa = 1 N m 2 = 0.0209 lb ft 2 = 1.451 × 10 −4 lb in 2
1 ft 3 = 0.02832 m 3 1 bar = 10 5 Pa
1 lb in 2 (psi) = 144 lb ft 2 = 6891 Pa
Velocity 1 lb ft 2 = 6.944 × 10 −3 lb in 2 = 47.85 Pa

1 m s = 3.281 ft s = 39.37 in s
1 km h = 0.2778 m s = 0.6214 mi h = 0.9113 ft s
1 mi h = (88 60) ft s = 1.609 km h = 0.4470 m s
1 knot = 1 nautical mile h = 0.5144 m s = 1.689 ft s




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,Engineering Mechanics
STATICS &
DYNAMICS




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, Engineering Mechanics
STATICS &
DYNAMICS
SIXTH EDITION




Anthony Bedford • Wallace Fowler
University of Texas at Austin




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