Hi all,
I am trying to check a roof slab capacity of an existing building designed in 1971. The slab reinforcement was called out "4x10-#1/#8 x 5' WIDE WWF" and "4 Pieces of 4x6 - #2/ 1/4" WWF". With little experience with WWF, I looked up the ACI318 as well as concrete book but hardly find any WWF combination similar to the callouts. Can anyone with experience help me out?
For the callout "4x10-#1/#8 x 5' WIDE WWF", I'm not sure what is #1/#8. I also don't know why it says "x 5'"
For the callout "4 Pieces of 4x6 - #2/ 1/4" WWF", I'm not sure why it calls out "4 Pieces"
My goal is to calculate the area of steel "As" for these two callouts. Please help.
Thanks!!!
I am trying to check a roof slab capacity of an existing building designed in 1971. The slab reinforcement was called out "4x10-#1/#8 x 5' WIDE WWF" and "4 Pieces of 4x6 - #2/ 1/4" WWF". With little experience with WWF, I looked up the ACI318 as well as concrete book but hardly find any WWF combination similar to the callouts. Can anyone with experience help me out?
For the callout "4x10-#1/#8 x 5' WIDE WWF", I'm not sure what is #1/#8. I also don't know why it says "x 5'"
For the callout "4 Pieces of 4x6 - #2/ 1/4" WWF", I'm not sure why it calls out "4 Pieces"
My goal is to calculate the area of steel "As" for these two callouts. Please help.
Thanks!!!