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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13.14 Welds and high-strength bolts in combinationFor joints combining welds and bolts in same plane, theresistance is the largest ofa) V friction + V r,trans + 0.85V r,longb) V friction + V r,long + 0.5V r,bolt andc) V r,boltV friction = plate friction resistance component= 0.25V s when the bolts are pretensioned= 0 when the bolts are not pretensionedV r,trans = transverse weld resistance component (= 90°)V r,long = longitudinal weld resistance component= V r for combination joints with only longitudinal welds andV r,boltbolts ( = 0°)= bolt shear resistance<strong>S16</strong> -<strong>2009</strong>What’s <strong>New</strong>?