outward bound
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i am asking openly for professional advice on how wind forces would be calculated - but in addition an explanation on a partly sheet scaffold -
the scaffold is 5M in height and 6M in length erected as a frame / shleter sheeted on all 3 sides with the front open how do you calculate the wind force on something like this ?
thanks guys
the scaffold is 5M in height and 6M in length erected as a frame / shleter sheeted on all 3 sides with the front open how do you calculate the wind force on something like this ?
thanks guys