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contributor authorHermann Beck
contributor authorMichael D. Engelhardt
date accessioned2017-05-08T20:58:08Z
date available2017-05-08T20:58:08Z
date copyrightJanuary 2002
date issued2002
identifier other%28asce%290733-9445%282002%29128%3A1%2812%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33696
description abstractAn experimental investigation was conducted to determine the effect of power actuated fasteners (PAFs) on the net section fracture strength of steel tension members. An extensive series of steel coupons were tested under tension loads. Coupons were provided either with PAFs or with drilled holes with the same diameter as the PAFs. The objective of this study was to determine if current specification rules for computing the net area of tension members with bolt holes could be applied to members with PAFs. The coupons tested with PAFs exhibited consistently higher net section efficiencies than coupons with drilled holes. These results indicate that installing a PAF into a tension member has less effect on the member’s net section fracture strength than a drilled hole. Design recommendations are provided for computing the net area of steel tension members with PAFs.
publisherAmerican Society of Civil Engineers
titleNet Section Efficiency of Steel Coupons with Power Actuated Fasteners
typeJournal Paper
journal volume128
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2002)128:1(12)
treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 001
contenttypeFulltext


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