S
southernpoofter
Guest
hi guys
hopefully i'm in the right forum for this
i'm trying to put together a new method statement for putting in some M16 ring bolts to tie the scaffold - in the past i've used stainless HKD inserts in the brickwork (yes i know they supposed to be for concrete but never had a prob) and chem bonded them in where ness
am baseing stucture on a 3-4-1 W09 with a wind factor of S20
scaffold dimentions 10m x 1.2m max height of 12m- unsheeted with
tie pattern C. 5% of ties tested & passed @ std duty + 1.5% (9.15kn) even though tg20 shows light
All ok i thought - untill i came accross notes relating to TG4:11, which i just cant get the free download from the CFA website to work. has anybody got it that can mail to me asap,statement has to be in by wednesday or poss a differnt download site
many thx for your help
hopefully i'm in the right forum for this
i'm trying to put together a new method statement for putting in some M16 ring bolts to tie the scaffold - in the past i've used stainless HKD inserts in the brickwork (yes i know they supposed to be for concrete but never had a prob) and chem bonded them in where ness
am baseing stucture on a 3-4-1 W09 with a wind factor of S20
scaffold dimentions 10m x 1.2m max height of 12m- unsheeted with
tie pattern C. 5% of ties tested & passed @ std duty + 1.5% (9.15kn) even though tg20 shows light
All ok i thought - untill i came accross notes relating to TG4:11, which i just cant get the free download from the CFA website to work. has anybody got it that can mail to me asap,statement has to be in by wednesday or poss a differnt download site
many thx for your help
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