Bridge Research by Jasmine Secundino https://padlet.com/305149/ur06nyfrlju8 Made with fortitude en-us 2017-09-25 17:28:07 UTC 2025-01-19 22:10:06 UTC hello@padlet.com Name of the bridge 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190947773 The name of the bridge is call the golden gate bridge]]> 2017-09-25 17:30:56 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190947773 Picture of the bridge 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190949327 2017-09-25 17:34:01 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190949327 Location of the bridge 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190950093 Golden Gate Bridge, San Francisco, CA, United States]]> 2017-09-25 17:35:39 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190950093 Obstacle bridge traverses 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190951514 The obstacle bridge traverses are saddle, vertical suspender, fort point arch, concrete fender, dampers, abutment, and stiffening truss.]]> 2017-09-25 17:38:28 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190951514 Length of bridge 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190961456 The length of the golden gate bridge is 8.981]]> 2017-09-25 17:55:52 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190961456 Materials bridge is made out of 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190962325 The materials use to make the golden gate bridge is concrete, steel, and paint]]> 2017-09-25 17:57:12 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190962325 Type of bridge 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190964986 It the suspension bridge, truss arch bridge, and truss bridge, suspender rope, main cables, main tower.]]> 2017-09-25 18:01:47 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190964986 Explanation how the load on this type of bridge is supported in terms of forces 305149 https://padlet.com/305149/ur06nyfrlju8/wish/190965147 The transverse deflection is due to a sustained transverse wind load. The maximum transverse movement is 27.7 ft is based on the maximum allowable longitudinal movement of the wind locks at the support towers. The maximum downward deflection is due to a condition with maximum live load on the center span, no live load on the side spans and maximum design temperature to elongate the main cables and the maximum upward deflection is due to a condition opposite to condition 2 above, with maximum live load on side spans, no live load on center span and minimum design temperature to shorten the cable length.]]> 2017-09-25 18:02:01 UTC https://padlet.com/305149/ur06nyfrlju8/wish/190965147