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Re: L-shaped Anchors[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Re: L-shaped Anchors
- From: "Gary L. Hodgson and Assoc." <design(--nospam--at)hodgsoneng.ca>
- Date: Sat, 04 May 2013 08:34:35 -0400
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I used to walk to work every day in my old neighbourhood and passed a new shopping plaza being built. One day several of the steel columns were fallen or tilted over. I followed up on it out of curiosity and found that the erector had not used sufficient cable bracing and consequently some of the bent anchor rods had pulled out.
Gary On 2013/05/03 11:36 AM, Drew Morris wrote:
I can't provide documention, but a fellow in the office was attending a seminar years ago and the speaker talked about a case where wind loads on a column for a building under construction wasn't braced properly. The wind worked the anchor bolts loose by "pulling around the corner" so the column toppled over one night.On 5/3/2013 5:35 AM, Paul Ransom wrote:This leads into a question that I ask every time the topic comes up: Does anybody have any first hand knowledge or are they aware of a documented failure that was initiated at the anchors? Harold previouslydescribed, as an example, a pressurised vessel that relied on substantialand sustained tension in the anchors. However, for more conventionalstick-frame structures, has anybody ever observed a failure due to pullout of bent rods? I would even accept a research report on bent anchor performance.I like the one about the offset CG. That gives credibility to the installer who swears the anchors were straight when they left for
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