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rudimentary
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rudimentary
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Posted 2015-02-24, 12:03 PM
CL(95) = 20*LL(95)
= 20*[5*DL(95)]
= 100*DL(95)
= 100*(95/15)DL(15)
= 100*6.33*DL(15)
= 633*DL(15)
= 633 Force Units of upward support
whereas -
CL = Collapse Load for 100% & Total Collapse
LL = Live Load = Occupied & Furnished Weight
DL = Dead Load = Unoccupied, Unfurnished
110 = 110 Floor Steel WTC
95 = 95 Floor Steel Block (Lower Block)
15 = 15 Floor Steel Block (Top Block)
20 = Collapse Load Factor of John Skilling
5 = Live Load Factor of Ronald Hamburger
of NIST
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