![Problem 3 ginen: Valme of Sempre = 20 in 3 Cylinder diameter = 2.5 in. Force applied P = 1000 lb P2 = 2000db Bulla modulin ko](//img.homeworklib.com/questions/9703aa00-7ea1-11eb-8c15-2b1058bf40a7.png?x-oss-process=image/resize,w_560)
![300 000 here dp = P2P, but P2= 2000 oross Sechonol area a Cylinder [Aces] I x 2-52 Aus = 4 Acco = 4.9087 in 2 P2 = Psi 2 2000](//img.homeworklib.com/questions/99442d80-7ea1-11eb-b039-c59b848fafa3.png?x-oss-process=image/resize,w_560)
![Page Date : du - 20x [P2-Pi] 300,000 - 20x5 407.4360 - 203.71992] 300,000 dr = 0.01358 in 3](//img.homeworklib.com/questions/9a2dcb70-7ea1-11eb-b47d-43e0ea5b3252.png?x-oss-process=image/resize,w_560)
![problem 4 given A2 = 5 in2 Z2 = 0 P = 200 psi a = 8 9pm A = 20 in² 2 = 20ft To find da a , qV2 IP2 solution: Formula Required](//img.homeworklib.com/questions/9aec22d0-7ea1-11eb-b1b3-c7310e00bf87.png?x-oss-process=image/resize,w_560)
![Q = AV de=AV (P = 02] da = A₂ V2 Bemoulies equcahon en 42 - +*+2+ 29 Q = AVI - 19pm - 3.95 in 3x9.95 m20 x (in %) XV () = 0.5](//img.homeworklib.com/questions/9bbca980-7ea1-11eb-9f2d-595dae04dd45.png?x-oss-process=image/resize,w_560)
![P I +2 = Pe & V2² +22 eg 29 +22 ( Assuming ancat water is Howding Inside Al lb = 27, 679.90 kg ma in3 * 1000kg - 0.0361 lb m3](//img.homeworklib.com/questions/9c71e180-7ea1-11eb-8a2e-7f7eec0bce2d.png?x-oss-process=image/resize,w_560)
Problem 3 ginen: Valme of Sempre = 20 in 3 Cylinder diameter = 2.5 in. Force applied P = 1000 lb P2 = 2000db Bulla modulin ko 300000 PSI To find: change in volume of ou balution We know that - of de change in change in pressure volume dv a
300 000 here dp = P2P, but P2= 2000 oross Sechonol area a Cylinder [Aces] I x 2-52 Aus = 4 Acco = 4.9087 in 2 P2 = Psi 2 2000 4.9087 = 407,4366 Po ooo 4.9087 203.71992 Psi 10 de des 800,000 dra va 300,000
Page Date : du - 20x [P2-Pi] 300,000 - 20x5 407.4360 - 203.71992] 300,000 dr = 0.01358 in 3
problem 4 given A2 = 5 in2 Z2 = 0 P = 200 psi a = 8 9pm A = 20 in² 2 = 20ft To find da a , qV2 IP2 solution: Formula Required continunite aquahon e, AMI = P₂ AzV2 here l =l2 = because woning fluid at pt 1 and 2 are same
Q = AV de=AV (P = 02] da = A₂ V2 Bemoulies equcahon en 42 - +*+2+ 29 Q = AVI - 19pm - 3.95 in 3x9.95 m20 x (in %) XV () = 0.5175 in = Wk That AVI= AzV2 20x 0.5715 = 5xV2 V2 = 2.31 in sec grauity = 386.09 inches seca a 67 d=0 = 39pm Vi = 0.5775 V2 = 2.31 in in
P I +2 = Pe & V2² +22 eg 29 +22 ( Assuming ancat water is Howding Inside Al lb = 27, 679.90 kg ma in3 * 1000kg - 0.0361 lb m3 m3 *9= 386.084 inches R Itt = 12 inches 2ofa 240 in + (0.5775) 2x 386.085 + (20ft) = 0-0361 X 386.08% to P2 0.0361 +386.088 + [2.310) 2x 386.088 14.3494 +4-3190x wh+240 - 0.07174P2 +0.00691 254.3429 = 0.0717482 P2 = 3545 3432 psi