The Steel Workshop S16-2009: What's New? - CISC-ICCA
The Steel Workshop S16-2009: What's New? - CISC-ICCA
The Steel Workshop S16-2009: What's New? - CISC-ICCA
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20 Plate walls27.9.3 BeamsClass 1 and bracedMay develop plastic hingeInterstorey drift angle limited to 0.02 rAct with column in moment frame to resist 25% storey shearDesign as beam-columns for gravity, lateral and tension fieldforcesBeam web-to-column connection requirements are specified<strong>S16</strong> -<strong>2009</strong>What’s <strong>New</strong>?