Standard Handbook of Engineering Calculations Episode 5 docx

Standard Handbook of Engineering Calculations Episode 5 docx

Standard Handbook of Engineering Calculations Episode 5 docx

... 204 .5 251 .7 8 20.3 3–6 1.3–2 .5 4–6 1.7–2 .5 500– 650 3933 51 13 28– 35 220.2–2 75. 3 10 25. 4 2–3 0.8–1.3 3–4 1.3–1.7 700–1000 55 06–7860 30–38 236.0–298.9 12 30 .5 2 .5 3 .5 1.1–1 .5 3–4 1.3–1.7 720–880 56 63–6922 ... 102.3–1 25. 9 2 5. 1 5 7 2.1–3.0 10–13 4.2 5. 5 200–300 157 3–2360 16–20 1 25. 9– 157 .3 4 10.2 4 5 1.7–2.1 7–9 3.0–3.8 300–400 2360–3146 21–26 1 65. 2–204 .5 6...
Ngày tải lên : 12/08/2014, 07:22
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Standard Handbook of Engineering Calculations Episode 1 docx

Standard Handbook of Engineering Calculations Episode 1 docx

... ( 155 . 45 mm); w ABDE = 7 − 2(0.8 75) + 1. 25 2 /[4(2 .5) ] = 5. 41 in (137.414 mm); w ABDFG = 7 − 3(0.8 75) + 1. 25 2 /(4 × 2 .5) + 3 2 /(4 × 2 .5) = 5. 43 in (137.922 mm); w max = 0. 85( 7) = 5. 95 in ( 151 .13 ... 16 .5( 12)/1.99 = 99 .5; f 1 = 22,000 − 0.679(99 .5) 2 = 15, 300 lb/in 2 (1 05, 493 .5 kPa); f 2 = 12,000,000/[16 .5( 12)(4. 85) ] = 12 ,50 0 lb/in 2 (86,187 .5 kPa);...
Ngày tải lên : 12/08/2014, 07:22
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Standard Handbook of Engineering Calculations Episode 4 potx

Standard Handbook of Engineering Calculations Episode 4 potx

... 800–1 ,50 0 5, 516.0–10,342 .5 300 148.9 Lead-based babbitt 800–1,200 5, 516.0–8,274.0 300 148.9 Alkali-hardened steel 1,200–1 ,50 0 8,274.0–10,342 .5 500 260.0 Cadmium base 1 ,50 0–2,000 10,342 .5 13,789 .5 500 ... 1.93–9.30 1.439–6.9 35 1. 15 5. 54 0. 858 –4.131 Steel miter 20 50 .8 . . . . . . . . . . . . . . . . . . 0.01–0.12 0.008–0.090 16 40.6 0.07–0.73 0. 053 –0 .54 4 0.02–0.72...
Ngày tải lên : 12/08/2014, 07:22
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Standard Handbook of Engineering Calculations Episode 7 pot

Standard Handbook of Engineering Calculations Episode 7 pot

... × 25. 4 74 4.7 9 75 727.4 45 13.7 9 × 5 × 10 22.9 × 12.7 × 25. 4 92 5. 8 1210 902.7 45 13.7 10 × 6 × 12 25. 4 × 15. 2 × 30 .5 141 8.9 1860 1387.6 48 14.6 12 × 7 × 12 30 .5 × 17.8 × 30 .5 192 12.1 253 0 ... pipe 1 = 50 0 ft ( 152 .4 m) of 10-in ( 254 -mm) pipe, and pipe 3 = 50 ft ( 15. 2 mm) of 6-in ( 152 .4-mm) pipe. 3.380 SECTION THREE ft m At 55 0 gal/min (34.7 L/s), frictio...
Ngày tải lên : 12/08/2014, 07:22
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Standard Handbook of Engineering Calculations Episode 11 potx

Standard Handbook of Engineering Calculations Episode 11 potx

... 25 50 0 (11–227) and over 50 –1 25 0. 25 10 35 1 15 Tubular (adjustable blades, 7 59 (3–27) 65 140 0. 25 15 45 1 15 fixed gates) Tubular (fixed blades, 7–120 (3 54 ) 55 – 150 0. 25 15 35 1 15 adjustable gates) Bulb ... 30–1 15 Vertical Kaplan (adjustable 7–66 (3–30) and over 45 150 1– 15 10–1 15 blades and guide vanes) Vertical Francis 25 300 (11–136) and over 50 – 150 and over 0....
Ngày tải lên : 12/08/2014, 07:23
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Standard Handbook of Engineering Calculations Tyler Hicks ppt

Standard Handbook of Engineering Calculations Tyler Hicks ppt

... ( 155 . 45 mm); w ABDE = 7 − 2(0.8 75) + 1. 25 2 /[4(2 .5) ] = 5. 41 in (137.414 mm); w ABDFG = 7 − 3(0.8 75) + 1. 25 2 /(4 × 2 .5) + 3 2 /(4 × 2 .5) = 5. 43 in (137.922 mm); w max = 0. 85( 7) = 5. 95 in ( 151 .13 ... 16 .5( 12)/1.99 = 99 .5; f 1 = 22,000 − 0.679(99 .5) 2 = 15, 300 lb/in 2 (1 05, 493 .5 kPa); f 2 = 12,000,000/[16 .5( 12)(4. 85) ] = 12 ,50 0 lb/in 2 (86,187 .5 kPa);...
Ngày tải lên : 27/06/2014, 05:20
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Standard Handbook of Engineering Calculations by Mc Graw- Hill ppt

Standard Handbook of Engineering Calculations by Mc Graw- Hill ppt

... 6 l p y F F y F y == == == ⎧ ⎨ ⎪ ⎪ ⎩ ⎪ ⎪ 65 640 36 106 7 36 248 640 50 90 5 50 344 5 . ( ) . ( . ) if ksi Mpa if ksi Mpa l p y F F y F y == == == ⎧ ⎨ ⎪ ⎪ ⎩ ⎪ ⎪ 65 65 36 10 8 36 248 65 50 9 2 50 344 5 . ( ) . ( . ) if ... ⋅⋅ −1.2q 3 −1.5q ⋅⋅ ⋅⋅⋅ +2.5q 4 ⋅⋅ +2q −2.25q 5 −0.5q ⋅⋅ −1.25q +2.5q Mechanism W E 180∆ 1 = 80(10q) = 800q 22∆ 2 = 20(15q) = 300q 3 300q 4 1100q 5 600q D...
Ngày tải lên : 27/06/2014, 08:20
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STANDARD HANDBOOK OF ENGINEERING CALCULATIONS - fouth edition pdf

STANDARD HANDBOOK OF ENGINEERING CALCULATIONS - fouth edition pdf

... 16 .5( 12)/1.99 = 99 .5; f 1 = 22,000 − 0.679(99 .5) 2 = 15, 300 lb/in 2 (1 05, 493 .5 kPa); f 2 = 12,000,000/[16 .5( 12)(4. 85) ] = 12 ,50 0 lb/in 2 (86,187 .5 kPa); f max = 132,800(12)/109.7 = 14 ,50 0 < 15, 300 ... 6 l p y F F y F y == == == ⎧ ⎨ ⎪ ⎪ ⎩ ⎪ ⎪ 65 640 36 106 7 36 248 640 50 90 5 50 344 5 . ( ) . ( . ) if ksi Mpa if ksi Mpa l p y F F y F y == == == ⎧ ⎨ ⎪ ⎪ ⎩ ⎪ ⎪ 65...
Ngày tải lên : 29/06/2014, 10:20
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STANDARD HANDBOOK OF ENGINEERING CALCULATIONSSECTION 1CIVIL ENGINEERING doc

STANDARD HANDBOOK OF ENGINEERING CALCULATIONSSECTION 1CIVIL ENGINEERING doc

... 16 .5( 12)/1.99 = 99 .5; f 1 = 22,000 − 0.679(99 .5) 2 = 15, 300 lb/in 2 (1 05, 493 .5 kPa); f 2 = 12,000,000/[16 .5( 12)(4. 85) ] = 12 ,50 0 lb/in 2 (86,187 .5 kPa); f max = 132,800(12)/109.7 = 14 ,50 0 < 15, 300 ... (31. 750 mm), g = 2 .5 in (63 .50 mm); from D to F, s = 3 in (76.2 mm), g = 2 .5 in (63 .50 mm); w AC = 7 − 0.8 75 = 6.12 in ( 155 . 45 mm); w ABDE = 7 − 2(0.8 75) +...
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Handbook of Plant Nutrition - chapter 5 docx

Handbook of Plant Nutrition - chapter 5 docx

... Phytohormones 1 25 5.2 .5 Other Effects 1 25 5.3 Diagnosis of Calcium Status in Plants 1 25 5.3.1 Symptoms of Deficiency and Excess 1 25 5.3.2 Concentrations of Calcium in Plants 128 5. 3.2.1 Forms of Calcium ... 133 5. 4 Assessment of Calcium Status in Soils 1 35 5.4.1 Forms of Calcium in Soil 1 35 5.4.2 Soil Tests 137 5. 4.3 Tabulated Data on Calcium Contents in Soils 13...
Ngày tải lên : 02/07/2014, 00:20
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