Wind

  • November 2019
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wind load according ECP Pe = Ce * k * q Height 0_10 10_20 20_30

no

Ce for

Ce bac 0.8 0.8 0.8

k 0.5 0.5 0.5

units KN/m2 fram spacing 1 ex 2 in 3 in 5 in 6 in 7 in 8 ex

q 1 1.1 1.3

0.9 0.9 0.9

Pe for Pe bac 0.72 0.45 0.79 0.5 0.94 0.59

X direction 0_10 10_20 20_30 Pe for Pe bac Pe for Pe bac Pe for Pe bac 2 1.44 0.9 1.58 0.99 1.87 1.17 4 2.88 1.8 3.17 1.98 3.74 2.34 4 2.88 1.8 3.17 1.98 3.74 2.34 4 2.88 1.8 3.17 1.98 3.74 2.34 4 2.88 1.8 3.17 1.98 3.74 2.34 4 2.88 1.8 3.17 1.98 3.74 2.34 2 1.44 0.9 1.58 0.99 1.87 1.17

Pe (KN) fram1 (ex) no floor height Pe for Pe bac height 1 3 4.32 2.7 2 3 4.32 2.7 3 3 4.32 2.7 4 3 4.75 2.97 5 3 4.75 2.97 6 3 4.75 2.97 7 3 5.62 3.51 8 3 5.62 3.51 9 3 5.62 3.51 10 3 5.62 3.51

frame2 (in) Pe for Pe bac 3 8.64 5.4 3 8.64 5.4 3 8.64 5.4 3 9.5 5.94 3 9.5 5.94 3 9.5 5.94 3 11.23 7.02 3 11.23 7.02 3 11.23 7.02 3 11.23 7.02

no

units KN/m2 fram spacing 1 ex 2 in 3 in 5 in 6 in 7 in 8 ex

Y direction 0_10 Pe for Pe bac

Pe for

10_20 Pe bac

Pe for

20_30 Pe bac

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