利= 2-7- 号0s 45 = 2.228m 2.7m Hydano stalic fosice acting on gobe' F = y.RA Hinge =o-8K9-91×2-228×(古メト3×2 ) 2m F = 22.131 KN 3 m- Centie g poiess wie ! 6* = ĥ t Iee sin?e Ah (2Sin 45) Gメト3×2)x2.228 ラも= 2278m = 2-22 8 + 36 CD= う 2.8 - aa8 Cの=0 5m BC = 20.070 COS 45 EMB =0'; hinge FX BC - NXAB=0 22-731 メ0-07 = Nメ2 N= 0-796 KN N= 796N
利= 2-7- 号0s 45 = 2.228m 2.7m Hydano stalic fosice acting on gobe' F = y.RA Hinge =o-8K9-91×2-228×(古メト3×2 ) 2m F = 22.131 KN 3 m- Centie g poiess wie ! 6* = ĥ t Iee sin?e Ah (2Sin 45) Gメト3×2)x2.228 ラも= 2278m = 2-22 8 + 36 CD= う 2.8 - aa8 Cの=0 5m BC = 20.070 COS 45 EMB =0'; hinge FX BC - NXAB=0 22-731 メ0-07 = Nメ2 N= 0-796 KN N= 796N
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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