I'm looking at a concrete upstand that I've been treating as a wall. It's about 1100mm tall, 200mm thick, and there are some openings of 1050x220 mm. Some of the openings are very close to a wall edge - leaving around 115mm of concrete from edge of opening to edge of wall. How would you go about...
Hello all,
I'm trying to find the capacity of a beam to ACI 318. Bear with me, I'm a BS/Eurocodes guide. Details of beam:
1000mm x 1000mm
50mm cover, 12 mm links, 25mm bars. 7 bars, top and bottom.
So As = As' = 3436mm^2. Here's as far as I've got with ACI method:
d' = 50+12+25/2 = 74.5mm
d=...