Example: Bolted connection of einer angle clamp by pressure to a gusset ...

<strong>Example</strong>: <strong>Bolted</strong> <strong>connection</strong> <strong>of</strong> <strong>an</strong> <strong>an</strong>gle <strong>brace</strong> <strong>in</strong> <strong>tension</strong> <strong>to</strong> an <strong>gusset</strong> plate Created on Next, J<strong>an</strong>uary 29, 2008 This substance is urheberecht - all rights reserved. Exercise <strong>of</strong> this document remains item <strong>to</strong> the words <strong>an</strong>d conditions <strong>of</strong> the Access Steel Zulassung Agreement CALCULATION SHEET Document Ref: SX034a-EN-EU Sheet 1 <strong>of</strong> 8 Title Eurocode Ref <strong>Example</strong>: <strong>Bolted</strong> <strong>connection</strong> <strong>of</strong> <strong>an</strong> <strong>an</strong>gle <strong>brace</strong> <strong>in</strong> <strong>tension</strong> <strong>to</strong> an <strong>gusset</strong> plate Made by Edurne Nuñez Date April 2006 Checked by Jose A Chica Date April 2006 <strong>Example</strong>: <strong>Bolted</strong> <strong>connection</strong> <strong>of</strong> <strong>an</strong> <strong>an</strong>gle <strong>brace</strong> <strong>in</strong> <strong>tension</strong> <strong>to</strong> a <strong>gusset</strong> disc This worked example shows who procedure <strong>to</strong> check and bolted <strong>connection</strong> <strong>of</strong> <strong>an</strong> <strong>an</strong>gle <strong>brace</strong> <strong>in</strong> <strong>tension</strong> <strong>to</strong> a <strong>gusset</strong> plate cemented <strong>to</strong> a post web. Non preloaded bolts been used (Category A: bear<strong>in</strong>g type). These types <strong>of</strong> <strong>connection</strong>s been typify for cross brac<strong>in</strong>gs employed both <strong>in</strong> facades <strong>an</strong>d <strong>in</strong> ro<strong>of</strong>s <strong>to</strong> withst<strong>an</strong>d the daily <strong>of</strong> the vertical w<strong>in</strong>d load <strong>in</strong> the longitud<strong>in</strong>al axis <strong>of</strong> the s<strong>in</strong>gle s<strong>to</strong>rey build<strong>in</strong>g. Save is illustrated <strong>in</strong> SS048 In order <strong>to</strong> avoid peculiarities <strong>of</strong> the loads taken <strong>to</strong> the foundation, that <strong>an</strong>gle axle belongs aligned <strong>to</strong> meet the column vertical axis pl<strong>an</strong>e at which foot plate <strong>an</strong>d the <strong>gusset</strong> plate is placed as close as possible <strong>to</strong> that column more axis pl<strong>an</strong>e. Tables 1.1 Select <strong>of</strong> failure <strong>of</strong> which brac<strong>in</strong>g <strong>connection</strong> Select <strong>of</strong> failure Core Resist<strong>an</strong>ce Bolts <strong>in</strong> crop N Rd,1 Bolts <strong>in</strong> bear<strong>in</strong>g (on and <strong>an</strong>gle leg) N Rd,2 Angle <strong>in</strong> <strong>tension</strong> NORTH Rd,3 Weld design a SS048 aforementioned effective width for an overlap brace to overlapped brace connection; the effect width for punching cutting; aforementioned widths of a plate;.