Tacoma Narrows Bridge Collapse

Posted in Civil Engineering Disasters, Civil Engineering Videos | Email This Post Email This Post

It was an unfortunate morning of 7th November 1940 when winds having speed of 42 miles per hour suddenly twisted the Tacoma Narrows Bridge and lead to its collapse. This accident though didn’t look any lives but it surely made the civil engineers to think new ways to combat bridge collapses.

Some of the important statistics of this bridge are -
It is located in Tacoma, Washington, USA and was completed in 1940. This was a suspension type of bridge with length of 7,392 feet and was built at the cost of $6.4million.It had the longest span of 2800 feet.

The bridge was designed by engineer Moisseiff who had strengthened it with a solid steel girder beneath the roadway.But the problems started soon it was opened to traffic.Under strong winds, it swayed much beyond the permissible limits and thus sent rippling waves along the deck. It took just 4 months before this bridge collapsed after its completion.

On investigating it was found that the solid steel girders provided to strengthen the bridge were actually blocking the wind which caused the bridge to twist.Due to this a swirling motion developed which ultimately lead to the collapse. After knowing the reason for collapse a new bridge was constructed which had a truss so that it can allow the passage of wind

tacoma-narrows-bridge-collapse

This bridge also got the name “Galloping Gertie” due to its unusual twisting and rolling behavior.

See this video to see how this “Galloping Gertie” used to sway.

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Comments
  • Engr. Muhammad Raza August 8, 2008 at 1:25 pm

    nice effort

  • tim ashelford April 29, 2009 at 11:37 am

    thanks fore the good page and interesting video link
    it looks so funny surprised it lasted so long haha

  • Jeeeva November 5, 2009 at 3:44 am

    new way of collapse , which is really give a impact to design engineers to give a alternate solution to wind load.

  • tvsuman August 20, 2010 at 12:29 pm

    some explanation about form work, working stress method should be provided

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