Q12. If the ULS design wind pressure acting locally on the posts at the end wal...
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Q12. If the ULS design wind pressure acting locally on the posts at the end wall shown in Figure 7 is W = 1.2kPa. The spacing of the posts is also shown in Figure 7 and note that the longest post can be seen to be 6.5m long.
a) What is the horozontal wind load, w, that should be considered as part of the design of the posts? [kN/m] [1 d.p]
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