Standard Handbook of Engineering Calculations Episode 1 docx

... kN·m B 4 17 .8 ∆ h = 25q 2 = 25q 1 7.6q 1 100q 1 135.6q 1 C 34 15 1.2 ∆ v = 10 q 2 = 10 q 1 3.0q 1 340q 1 4 61. 0q 1 D 25 11 1.2 ∆ v = 20q 1 6.1q 1 500q 1 678.0q 1 E 22 97.9 ∆ v = 10 q 1 3.0q 1 220q 1 298.3q 1 Total ... (12 .7) 8.59 ( 218 .18 6) 9.09 (230.886) 6 × 3 1 / 2 × 1 / 2 (15 2.4 × 88.9 × 12 .7) 4.50 (29.034) 7 / 16 (11 .11 ) 9.50 (2 41...

Ngày tải lên: 12/08/2014, 07:22

... 0.6 16 18 6.8–7.6 20–26 8.5 11 .0 50–90 393.3–707.9 8 11 62.9–86.5 0.50 1. 3 12 15 5 .1 6.4 17 –22 7.2–9.3 90 12 5 707.9–983.2 10 13 78.7 10 2.3 1 2.5 8 12 3.4–5 .1 14 18 5.9–7.6 13 0–200 10 23 15 73 13 16 ... 13 16 10 2.3 12 5.9 2 5 .1 5–7 2 .1 3.0 10 13 4.2–5.5 200–300 15 73–2360 16 –20 12 5.9 15 7.3 4 10 .2 4–5 1. 7–2 .1 7–9 3.0–3.8 300–400 2360– 314 6 21 26 16 5.2–20...

Ngày tải lên: 12/08/2014, 07:22

... Length Factors* DKD K 1 0.03 11 3.06 2 0 .10 12 3.65 3 0.23 13 4.28 4 0. 41 14 4.96 5 0.63 15 5.70 6 0. 91 16 6.48 7 1. 24 17 7.32 8 1. 62 18 8. 21 9 2.05 19 9 .14 10 2.53 20 10 .13 *Excerpted from Morse ... 0.04 1. 80 29.8 1, 342.3 16 40.6 0.08–2.97 59.7–2, 214 .7 12 30.5 0.22–5.87 16 4 .1 4,377.3 10 25.4 0.37–8.29 275.9–6 ,18 1.9 8 20.3 † 0.66 11 . 71 492.2–8,732 .1 ‡...

Ngày tải lên: 12/08/2014, 07:22

... 727.4 45 13 .7 9 × 5 × 10 22.9 × 12 .7 × 25.4 92 5.8 12 10 902.7 45 13 .7 10 × 6 × 12 25.4 × 15 .2 × 30.5 14 1 8.9 18 60 13 87.6 48 14 .6 12 × 7 × 12 30.5 × 17 .8 × 30.5 19 2 12 .1 2530 18 87.4 48 14 .6 Source: ... 8.9 × 15 .2 60 3.8 60 18 .3 7 1 / 2 × 4 1 / 2 × 10 19 .1 × 11 .4 × 25.4 12 4 7.8 75 22.9 9 × 5 × 10 22.9 × 12 .7 × 25.4 15 3 9.7 75 22.9 10 × 6 ×...

Ngày tải lên: 12/08/2014, 07:22

... (3–30) 45 14 0 1 15 10 11 5 Rim generator 7–30 (3 14 ) 45 14 0 1 8 10 11 5 Right-angle-drive propeller 7–59 (3–27) 55 14 0 0.25–2 45 11 5 Cross flow 20–300 (9 13 6) and over 80 12 0 0.25–2 10 11 5 Source: ... over 55 12 5 0.25 15 30 11 5 Vertical Kaplan (adjustable 7–66 (3–30) and over 45 15 0 1 15 10 11 5 blades and guide vanes) Vertical Francis 25–300 (11 13 6) and over 50 15 0 and o...

Ngày tải lên: 12/08/2014, 07:23

... (12 .7) 8.59 ( 218 .18 6) 9.09 (230.886) 6 × 3 1 / 2 × 1 / 2 (15 2.4 × 88.9 × 12 .7) 4.50 (29.034) 7 / 16 (11 .11 ) 9.50 (2 41. 300) 9.94 (252.476) 6 × 4 × 7 / 16 (15 2.4 × 10 1.6 × 11 .11 ) 4 .18 (26.969) 3 / 8 (9.53) ... 1; L′/r = 16 .5 (12 ) /1. 99 = 99.5; f 1 = 22,000 − 0.679(99.5) 2 = 15 ,300 lb/in 2 (10 5,493.5 kPa); f 2 = 12 ,000,000/ [16 .5 (12 )(4.85)] = 12 ,5...

Ngày tải lên: 27/06/2014, 05:20

... kN·m B 4 17 .8 ∆ h = 25q 2 = 25q 1 7.6q 1 100q 1 135.6q 1 C 34 15 1.2 ∆ v = 10 q 2 = 10 q 1 3.0q 1 340q 1 4 61. 0q 1 D 25 11 1.2 ∆ v = 20q 1 6.1q 1 500q 1 678.0q 1 E 22 97.9 ∆ v = 10 q 1 3.0q 1 220q 1 298.3q 1 Total ... one-sixth the web, A = 15 + 4 .13 = 19 .13 in 2 (12 3.427 cm 2 ); then I = (1/ 12)(0.75)(20) 3 = 500 in 4 (20 81. 1 dm 4 ); r = (500 /...

Ngày tải lên: 27/06/2014, 08:20

... one-sixth the web, A = 15 + 4 .13 = 19 .13 in 2 (12 3.427 cm 2 ); then I = (1/ 12)(0.75)(20) 3 = 500 in 4 (20 81. 1 dm 4 ); r = (500 /19 .13 ) 0.5 = 5 .11 in (12 9.794 mm); L′/r = 18 (12 )/5 .11 = 42.3. 2. Ascertain ... Distances 1. 156 Magnel Diagram Construction 1. 157 Camber of a Beam at Transfer 1. 158 Design of a Double-T Roof Beam 1. 159 Design of a Posttensioned Girder 1...

Ngày tải lên: 29/06/2014, 10:20

... (12 .7) 8.59 ( 218 .18 6) 9.09 (230.886) 6 × 3 1 / 2 × 1 / 2 (15 2.4 × 88.9 × 12 .7) 4.50 (29.034) 7 / 16 (11 .11 ) 9.50 (2 41. 300) 9.94 (252.476) 6 × 4 × 7 / 16 (15 2.4 × 10 1.6 × 11 .11 ) 4 .18 (26.969) 3 / 8 (9.53) ... 1; L′/r = 16 .5 (12 ) /1. 99 = 99.5; f 1 = 22,000 − 0.679(99.5) 2 = 15 ,300 lb/in 2 (10 5,493.5 kPa); f 2 = 12 ,000,000/ [16 .5 (12 )(4.85)] = 12 ,5...

Ngày tải lên: 27/06/2014, 18:20

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Ngày tải lên: 23/07/2014, 19:21