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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Annex K Structural design for fire conditionsLoad combinations:D = specified dead loadD + T S + (L or 0.25S)T S = effects due to expansion, contraction, or deflection causedby temperature changes due to the design-basis fire(can be taken equal to zero for statically determinate structuresor for structures that have sufficient ductility to allow theredistribution of temperature forces before collapse) = 1.0 for storage areas, equipment areas, and service rooms,and 0.5 for other occupanciesL = specified occupancy live loadS = specified variable load due to snowNotional lateral loads are to be included<strong>S16</strong> -<strong>2009</strong>What’s <strong>New</strong>?