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
- No tags were found...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Annex K Structural design for fire conditionsCompression members - T < 200 o CDetermine reduced steel properties for maximum steeltemperature (Clause K.2.4), andUse these reduced properties in Clause 13.3 to determine C rCompression members – T 200 o CCr( T)KL F(T ) r Fd = 0.6n = as given in Clause 13.3.12dn1 ( ) 1/dn T AF ( T )ye( T )( T )<strong>S16</strong> -<strong>2009</strong>What’s <strong>New</strong>?y