Assignment___11__Example_p._86

Assignment___11__Example_p._86 - 1,600- 800 (12') + 3,200...

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CIVE 335 Homework Assignment # 8 1 Name Page 1,000 lb. Load Diagram 5' 15' V (shear diagram) Max. Shear = M (moment diagram) F y = R 1 R 2 R 1 = R 2 =
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CIVE 335 Homework Assignment # 8 2 Name Page Load Diagram w = 200 lb/ft 28' = 12' V (shear diagram) Max. Shear = M (moment diagram) F y R 1 R 2 R 1 = R 2 =
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CIVE 335 Due Date 10/14/08 Assignment # 11 Example p. 86 Name Page Figure 3.19 p. 86 800 lb. 1,000 lb. 4,000 lb. 200 lb. 2' 6' 4' = 6,000 lb. 4' 2' 3,200 lb. 2,800 lb. 2,400 1,400 200 V = Shear Diagram -800 2,600 10,000 M = Moment diagram - 800 (4') = - 3,200 ft-lb. - 800 (6) + 3,200 (2') = - 4,800 + 6,400 = + 1,600
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Unformatted text preview: 1,600- 800 (12') + 3,200 (8') - 1,000 (6') = 10,000- 800 (16') = 3,200 (12') - 1,000 (10') - 4,000 (4')- 400 = - 400 ft.lb. -32,000 2.15' 5.33' Inflection Points 800 lb. 200 lb. x' x' x - 4' x - 2' 2' 4' 3,200 lb. 2,800 lb. 5.33' 2.15' M = 0 =- 800 x + 3,200 (x - 4) M = 0 = 200 x - 2,800 ( x - 2) =- 800 x + 3,200 x - 12,800 = 200 x - 2,800 x + 5,600 =- 2,400 x = - 12,800 = (- 2,600 x) + 5,600 x = 5.33' x = 2.15' F y M x = 4 M x = 6 M x = 12 M x = 16...
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This note was uploaded on 03/27/2012 for the course CIVE 335 taught by Professor Desormeaux during the Spring '12 term at University of Louisiana at Lafayette.

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Assignment___11__Example_p._86 - 1,600- 800 (12') + 3,200...

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