04-Chapter5 - Department of Civil Technology King Mongkut s...

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Department of Civil Technology Education King Mongkut’s University of Technology Thonburi Chapter 5 CTE322 Structural Analysis I KMUT-T Instructor : Mr.Ekarut Ruayruay Cable Subjected to Concentrated Load Cable Subjected to a Uniform Distributed Load Three-Hinged Arch Chapter 5 : Cable and Arches Page 1 of 20
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Department of Civil Technology Education King Mongkut’s University of Technology Thonburi Chapter 5 CTE322 Structural Analysis I KMUT-T Instructor : Mr.Ekarut Ruayruay Type of Cables Page 2 of 20 Cable Stayed Bridge Suspension Bridge
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Department of Civil Technology Education King Mongkut’s University of Technology Thonburi Chapter 5 CTE322 Structural Analysis I KMUT-T Instructor : Mr.Ekarut Ruayruay Page 3 of 20 ssumption of Cable roperties of cable is flexible esistance to Shear and bending is small eight of the Cable is negligible compared with the load supported by the cable able has a constant length both before and after the load is applied
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Department of Civil Technology Education King Mongkut’s University of Technology Thonburi Chapter 5 CTE322 Structural Analysis I KMUT-T Instructor : Mr.Ekarut Ruayruay Page 4 of 20 ables of Subjected able Subjected to Concentrated Load Cable Subjected to a Uniform Distributed L
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Department of Civil Technology Education King Mongkut’s University of Technology Thonburi Chapter 5 CTE322 Structural Analysis I KMUT-T Instructor : Mr.Ekarut Ruayruay Page 5 of 20 e Subjected to Concentrated Load Known : Slope A-B, Length, Point Loa Unknown : Force in Segment, Reaction, Compute by two equation of force equilibr 0 F = 0 M = ;
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Department of Civil Technology Education King Mongkut’s University of Technology Thonburi Chapter 5 CTE322 Structural Analysis I KMUT-T Instructor : Mr.Ekarut Ruayruay Page 6 of 20 mine the tension in each segment of the cable shown in Fig. below,
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04-Chapter5 - Department of Civil Technology King Mongkut s...

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