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A B 1 time (s) mass flow rate (kg/s) Massc Ejected (ke) area 2. 100 3. 0.1 105 0.14 99 0.16 106 6. 0.19 123 7. 0.21 115 8. 0.24 118 9. 0.27 121 10 0.31 125 11 0.35 133 12 0.39 142 13 0.4 132 14 0.41 137 15 0.43 117 16 0.44 147 17 0.47 138 18 0.49 142 19 0.5 151 20 0.52 156 21 0.55 166 22 0.59 163 23 0.62 176 24 0.66 180 25 0.71 190 26 0.73 195 27 0.74 202 28 0.75 214 29 0.78 222 30 0.79 227 31 0.82 236 242. 32 33 0.83 0.85 250 34 0.9 249 35 0.91 252 36 0.93 249 37 0.96 251 38 097 253 39 0.99 250 40 1 250

A B 1 time (s) mass flow rate (kg/s) Massc Ejected (ke) area 2. 100 3. 0.1 105 0.14 99 0.16 106 6. 0.19 123 7. 0.21 115 8. 0.24 118 9. 0.27 121 10 0.31 125 11 0.35 133 12 0.39 142 13 0.4 132 14 0.41 137 15 0.43 117 16 0.44 147 17 0.47 138 18 0.49 142 19 0.5 151 20 0.52 156 21 0.55 166 22 0.59 163 23 0.62 176 24 0.66 180 25 0.71 190 26 0.73 195 27 0.74 202 28 0.75 214 29 0.78 222 30 0.79 227 31 0.82 236 242. 32 33 0.83 0.85 250 34 0.9 249 35 0.91 252 36 0.93 249 37 0.96 251 38 097 253 39 0.99 250 40 1 250

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A B 1 time (s) mass flow rate (kg/s) Massc Ejected (kg) area 2. 100 3. 0.1 105 4 0.14 99 0.16 106 0.19 123 7 0.21 115 0.24 118 Dr. 6. 0.27 121 se. 10 0.31 125 11 0.35 133 12 0.39 142 13 0.4 132 14 0.41 137 15 0.43 117 16 0.44 147 17 0.47 138 18 0.49 142 19 0.5 151 20 0.52 156 21 0.55 166 22 0.59 163 23 0.62 176 24 0.66 180 25 0.71 190 26 0.73 195 27 0.74 202 28 0.75 214 29 0.78 222 30 0.79 227 31 0.82 236 32 0.83 242. 33 0.85 250 34 0.9 249 35 0.91 252 36 0.93 249 37 0.96 251 38 0.97 253 39 0.99 250 40 250 41
Transcribed Image Text:A B 1 time (s) mass flow rate (kg/s) Massc Ejected (kg) area 2. 100 3. 0.1 105 4 0.14 99 0.16 106 0.19 123 7 0.21 115 0.24 118 Dr. 6. 0.27 121 se. 10 0.31 125 11 0.35 133 12 0.39 142 13 0.4 132 14 0.41 137 15 0.43 117 16 0.44 147 17 0.47 138 18 0.49 142 19 0.5 151 20 0.52 156 21 0.55 166 22 0.59 163 23 0.62 176 24 0.66 180 25 0.71 190 26 0.73 195 27 0.74 202 28 0.75 214 29 0.78 222 30 0.79 227 31 0.82 236 32 0.83 242. 33 0.85 250 34 0.9 249 35 0.91 252 36 0.93 249 37 0.96 251 38 0.97 253 39 0.99 250 40 250 41
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